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Home My WebLink AboutTruss258 Southhall Lane, Suite 200 F �DSI Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.eng.com ENGINEERING ASSOCIATES November 18, 2020 Building Department Ref: Adams Homes Lot: Lot 18 Blk. 5 Subdivision: Fort Pierce - Waterstone Address: 5369 San Benedetto Pl. Model: 1635 B LHG KA # 20-8522 Truss Company: Builders First Source Date of drawings: 11/6/20 Job No.: 2536893 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, DEC 08 120 ST. Lucie County, Permittinq 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. ��1ti111I III illkk Sincerely, \�XW A // 1 1 .•• �10ENS'.•• 2 FII.� 11/18/2020 o F`: 12 Carl A. BrownpP.V. Sr ` ' 6 FL. # 56126:; 0 . A% 'qrF OF '. OR 1 D P'. 'PD&a%1�rr �*i `Associate A TSG Company ENa�'ouilding Code Experts" Luis Pablo Torres, P.E. FL. # 87864 JV-U4-Uu y� in U71 U C1V C1V � tlz n > 1- 1-ti n r-n4am r e C3V C3V o W W W W W W W W W W W W r- W w r-91135V C5V n A10 A09 3/12 VLT 10-0" CLG <�12 VLT A08 <�A07 A06 A05 �A04 A03 0 0 o A03 3/12 VLT 10'-0" CLG 10'-0" CLG 3/12 VLT A03 0 A03 m o m � A03 o 9 In A03 A03 12 VLT <-A03 to-D^ CLG A02 8'-a' CLG ODD SPACE A02 ODD SPACE $ 10-0" CLG 3112 VLT AOJ- ODD SPACE F01 Doi B01S M Do M 8'-0° CLG D01 S B01S o C1 w w w o D02 0 B01 a 0D &-U' CLG O 0 9 o g 9 9 C3 C B02 C1W C1 603 \5,C5 C5 C3 0 4 C3 v 'Z� U U w w w (1)U 's C1 w w w w C1 9 _1 U U u) (r) 20-00-00 U U U 6-00-00 13-04-00 9-04-00 8-08-00 r UWAN ❑O Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner 1FDS E1vGINEERIN SSOCIATES Date: 11/18/2020 By: BHl Submittal No.: Proje�t No.: 20-8522 Project Eng.: Luis Torres Project Name: Adams Homes - Ft. Pierce - Waterston Lot 18 Blk. 5 CONDITIONS PRIOR TO APPROVAL FIELD BY BUILDER MAIN W ND FORCE RESMMG SYSTEMIC4 HYBRID WIND MCO-10 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCYCATEGORYO This Drawing Must Be Approved And WIND LOAD 160 MPH V R IMPORTANCE FACTOR 1.06 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Cheek All NONCONCURRENT WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To SIGNATURE BELOBELOApproval Of Plan. W INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLLf 20 PSF .TCLL[ 46 pgp BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL: 6 PSF By Date TOTAL 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION T DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSC1431 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (te. 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: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL 1635 B 20X10 LANAI ADDRESS: 1 6369 SAN BENEDETTO PL LOT / BLOCK: 1 1816 SUBDIVISION: I WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 1 2636893 DATE: 111105120201 SCALE: F NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. �, aniftm FirstSource 4408 Airport Road Plant City, FL 33663 Ph. (813) 3054300 Fax (813) 305-1301 i Mffeko - ECE=VEQ DEC, 0 8 02-0 RE: 2536893 I ST. Lucie County, Permi ing MiTek USA, Inc. t lot 18/51 waterstone 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St`Lucie Pro1'ect Name: 2536893 Lot/Block: 18/5 Model: 1635 B 1OX20 LANAI Address: 5369 SAN BENEDETTO PL, . Subdivision: WATERSTONE- City: Fort Pierce State: FL General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FB62017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 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 T21815599 A01 11/6/2020 21 T21815619 C3V 11/6/2020 2 T21815600 A02 11/6/2020 22 T21815620 C5 11/6/2020 3 T21815601 A03 11/6/2020 23 T21815621 C5P 11/6/2020 4 T21815602 A04 11/6/2020 24 T21815622 C5V 11/6/2020 5 T21815603 A05 11/6/2020 25 T21815623 D01 S 11/6/2020 6 T21815604 A06 11/6/2020 26 T21815624 D02 11/6/2020 7 T21815605 A07 11/6/2020 27 T21815625 E3 11/6/2020 8 T21815606 A08 11/6/2020 28 T21815626 E5 11/6/2020 9 T21815607 A09 11/6/2020 29 T21815627 E7 11/6/2020 10 T21815608 A10 1'1/6/2020 30 T21815628 E7P 11/6/2020 11 T21815609 B01 11/6/2020 31 T21815629 E7V 11/6/2020 12 T21815610 B01 S 11/6/2020 32 T21815630 F01 11/6/2020 13 T21815611 B02 11/6/2020 33 T21816631 H3 11/6/2020 14 T21815612 B03 11/6/2020 34 T21815632 H5 11/6/2020 15 T21815613 C1 11/6/2020 35 T21815633 H7 11/6/2020 16 T21815614 C1C 11/6/2020 36 T21815634 H7P 11/6/2020 17 T21815615 C1P 11/6/2020 37 T21815635 H7V 11/6/2020 18 T21815616 C1 V 11/6/2020 38 T21815636 L03 11/6/2020 19 T21815617 C3 11/6/2020 39 T21815637 L04 11/6/2020 20 T21815618 C31P 11/6/2020 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 1 FILE COIPY Finn, Walter ;r 06, 2020 Job � Truss Tru Type Qty Ply 1ot18/51 waterstone ]GABLE T21815599 2536893 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:39 2020 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-MPX8i4Cful35ZpBecKcgBAWIMAZe_FtiVSVNK8yM7jg 1-4-0 7-6-6 13-9-13 19-2-8 19 26-9-8 32-11-13 39-4-0 0-M -4-0 7-6-6 6-3-7 5-4-11 0- - 7-1-8 6-2-5 6-4-3 -4-0 Scale = 1:72.5 5x6 = [-i 19 1tl 12 11 10 3x6 = = 3x6 = 3x6 = 3x4 II 3x4 = 3x6 LOADING (pso SPACING- 2-0-0 CS]. DEFL. . in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 21-46 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.17 21-46 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 283 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. Except: 18-22,6-11: 2x4 SP No.3 10-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 14=0-4-0. (lb) - Max Horz 2=-429(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-430(LC 10), 16=-1049(LC 10), 8=-408(LC 10), 14=-346(LC 10) Max Grav All reactions 250 lb or less at joints) except 2=764(LC 19), 16=2240(LC 15), 8=656(LC 16), 14=1076(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1062/632, 3-4=-477/402, 4-5=-286/784, 5-6=-224/689, 6-7=-93/267, 7-8=-890/629 BOT CHORD 2-21=338/1069, 19-21=-339/1065, 15-16=-180/265, 14-15=-180/265, 13-14=-298/342, 6-13=-267/202, 8-10=-354/724 WEBS 3-21=0/287, 3-19=-781/483, 4-19=-327/469, 16-19=-108/505, 4-16=-1007/909, 5-16=-1079/785, 16-36=-498/518, 6-36=-515/533, 10-13=-371/761, 7-13=-834/633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Extedor(2) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2, 1049 lb uplift at joint 16, 408 lb uplift at joint 8 and 346 lb uplift at joint 14. 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. 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 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/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 November 6,2020 waterstone ?536893 A01 GABLE 1 1 T21815599 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:39 2020 Page 2 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-MPX8i4Cful35ZpBecKcgBAW IMAZe_FtiVSVNK8yM7jg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-84(F=-30), 5-7=-84(F=-30), 7-9=-54, 44-54=-20, 18-54=-50(F=-30), 17-18=-50(F=-30), 13-16=-50(F=-30), 11-12=-50(F=-30), 10-11=-50(F=-30), 10-47=-20 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 iVliTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSly7Pl1 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, Parke East Job Truss Truss Type Qty Ply lot 18/51 waterstone T21815600 2536893 A02 SPECIAL 2 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:40 2020 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSzSaQ1-rb5WvQDHf3ByBzmgA183jO3QdagJiRrk6ExtayM7jf 1-4-0 6-4-11 12-11-13 19-0-0 1 -8 26-6-3 33-1-0 39-4-0 0.8-0 -4-0 6-4-11 6-7-1 6-0-3 018 6-10-3 6-6-13 6-3-0 -4-0 0 5x6 i it 10 14 3x6 = 2x4 II 46 = 3x4 II 4xl2 = 6-4-11 3.00 112 Scale = 1:72.5 5x8 ZZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.54 10-11 >871 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.88 10-11 >538 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.39 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' 14-18,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-787(LC 10), 8=-787(LC 10) Max Grav 2=1536(LC 1), 8=1535(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/1594, 3-4=-2298/1421, 4-5=-2234/1426, 5-6=-2491/1550, 6-7=-4590/2490, 7-8=-4882/2661 1 BOT CHORD 2-17=-1213/2621, 15-17=-1214/2617, 11-12=-640/1844, 10-11=-1312/2870, 8-10=-2215/4407 WEBS 3-17=0/264, 3-15=-626/373, 4-15=-290/201, 12-15=-925/2106, 4-12=-224/253, 6-10=-791/1755, 7-10=-317/330, 5-11=-500/1027, 6-11=-1101/745, 5-12=-413/844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Exterior(2) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Extedor(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 2 and 787 lb uplift at joint 8. 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. November 6,2020 ® 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 MTek® 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 ANSI17PI1 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 1ot18/51 waterstone T21815601 2636893 A03 SPECIAL 8 1 Job Reference o tional Z C) Irstsource (Plant City, FL). Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:41 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-lofu7m EvQMJpp7LOklflGbcbF_BjS87?ym_U P1 yM7je 1-4-0 6-3-0 12-9-13 19-M 26-6-3 33-1-0 39-4-0 0-M -4-0 6-3-0 6-6-13 6-10-3 6-10-3 6-6-13 6-3-0 -4-0 Scale=1:70.5 5x6 1 5x8 3.00 12 5x8 30-M 0 0 M N Iv 6 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.67 10-12 >708 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.20 10-12 >394 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.61 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except` WEBS 1 Row at midpt 6-12, 4-12 11-13: 2x4 SP M 31, 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4856/2672, 3-4=-4565/2500, 4-5=-2178/1376, 5-6=-2177/1376, 6-7=-4572/2503, 7-8=-4863/2674 BOT CHORD 2-13=-2225/4677, 12-13=-1326/2949, 10-12=-1327/2837, 8-10=-2227/4394 WEBS 6-12=-1227/821, 6-10=-786/1779, 7-10=-315/330, 5-12=-784/1529, 4-12=-1305/821, 4-13=-784/1921, 3-13=-303/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Extedor(2) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Extedor(2) 36-8-13 to 40-8-0 zone;C-C"for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIITPI 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 791 lb uplift at joint 2 and 791 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7fPll 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 0 November 6,2020 Job ► Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 A04 SPECIAL 1 1 T21815602 Job Reference (optional) --•- • ••-•- -• - • •�• •• ^„ • �n �• • �••„ • - ��• , o.zvtr s mar s zuzu mi I eK maustnes, Inc. Thu Nov 5 19:57:42 2020 Page 1 ID:gTgg7TJEsU W-xC9MbPEGISz5aQ1-n_DGK6FXBgRgQHwDHSAXop81_N WwBfM8BQj 1 xTyM7jd 1-4-0 6-3-0 12-9-12 19-0.0 0-0-0 26-6d 33-1-0 39-4-0 0.6-0 1-4-0 6-3-0 6-8-12 6-2-4 1-0-0 12 6-3-06-6.12 60 1-0-0 Scale = 1:72.7 5x6 = 5x6 = 5x8 3.00 12_ 5x8ZZ 20-4-0 H:2 16-3.6 19-0-0 1 8 24-0-10 30.8-0 394-0 8-8-0 6-7-63-8.10 0-8- 3-8-10 6-7-6 8.8-0 nA-n Plate Offsets (X,Y)- [2:0-2-6,Edge].[3:0-3-0 0-3-01 [5:0-3-0 0-2-0] [6.0-3-0 0-2-0] [8.0-3-0 0-3-0] [9:0-2-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. , DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 11-13 >706 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.1911-13 >395 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 202 lb ' FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-416(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4867/2728, 3-4=-4566/2538, 4-5=-2225/1439, 5-6=-1926/1390, 6-7=-2226/1439, 7-8=-4569/2539,8-9=-4869/2729 BOT CHORD 2-15=-2277/4689, 14-15=-1358/2936, 13-14=-703/1926, 11-13=-1358/2836, 9-11=-2279/4401 WEBS 3-15=-312/342, 4-15=-788/1930, 4-14=-1282/810, 7-13=-1206/810, 7-11=-790/1774, 8-11=-325/342, 5-14=-413/780, 6-13=-409/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-0-13, Exterior(2) 15-0-13 to 24-3-3, Interior(1) 24-3-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 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 791 Ib uplift at joint 2 and 791 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. November 6,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® 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 MpTek* 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 ANS117PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type lot 18/51 waterstone �tyPly T21815603 2536893 A05 SPECIAL 1 Job Reference o tional ouuuers rusiSource (rianl may, FL), riani miry, FL - saoor, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:44 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-jNLl loGnjHhOga3bPtC?uEE8CBCUfamRfkC8OLyM7jb 1-4-0 6-3-0 11-11-12 17-0.0 22-4-0 27-4-5 33-1-0 3g-4-0 0-8-0 -4-0 6-3-0 5-8-12 5-0-5 5-4-0 5-0-5 5-8-11 6-3-0 4-0 Scale = 1:74.4 8x14 MT20HS 6.00 12 Sx14 MT20HS // 4x10 MT20HS % 3.00 12 - 4x10 MT20HS Zz LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.74 11-12 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.23 11-12 >385 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.58 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-14, 7-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-375(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1549(LC 15), 9=1549(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5112/2853, 3-4=-4822/2671, 4-5=-2473/1663, 5-6=-2167/1578, 6-7=-2473/1663, 7-8=-4560/2671, 8-9=-4846/2853 BOT CHORD 2-15=-2390/4889, 14-15=-1554/3333, 12-14=-947/2301, 11-12=-1554/3023, 9-11=-2390/4374 WEBS 3-15=-256/316, 4-15=-754/1841, 4-14=-1324/775, 5-14=-411/922, 6-12=-411/875, 7-12=-1249/775, 7-11='754/1687, 8-11=-271/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 13-0-13, Exterior(2) 13-0-13 to 26-3-3, Interior(1) 26-3-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 2, 9 considers parallel to grain value using ANSUTPI 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 791 lb uplift at joint 2 and 791 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. November 6,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rFI1 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 10Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 A06 SPECIAL 1 1 T21815604 Fiats u�(Ran!a o /c„ anlld— (Ran! I t Coh ryCl n, I�t�� Job Reference o tional - -- - - - - --- 8.240 s Mar a 2u2u Mf1 eK Industries, Inc. Thu Nov 5 19:57:45 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEG ISz5aQ1-BZuPy8HPUbpFlkenzajEQRm FYbYuO3vat0yiYoyM7ja 1-4-0 6-3-0 8-8-0 10-11-15 15-0-0 19-8-0 24-4-0 28-4-1 30-8-0 33-1-0 39-4-0 0-8-0 -4-0 6-3-0 2-5-0 2-3-15 4-0-1 4-8-0 4-8-0 4-0-1 2-3-15 2-5-0 6-3-0 -4-0 5x6 = 6.00 12 3x4 = 5x6 = 256 26 7 5x8 = Scale = 1:72.7 5x8 3.00 12 5x8 ZZZ _ I 8-8-0 15-0-0 24-4-0 30.8-0 39-4-0 8.8-0 6-4-0 9-4-0 B-4-0 8-8-0 Plate Offsets (X Y)-- [2:0-2-6 Edge][4.0-3-0 0-3-01 [5.0-4-0 0-2-81 [7:0-4-0 0-2-81 [8:0-3-0 0 3 Ol rl0.0 2 6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) TCDL 7.0 Lumber DOL 1.25 0.63 12-13 >754 240 MT20 244/190 BC 0.94 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -1.00 13-15 >473 180 MT20HS 187/143 0.62 10 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS n/a n/a Weight: 201 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. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-335(LC 8) Max Uplift 2=-791(LC 10), 10=-791(LC 10) Max Grav 2=1527(LC 1), 10=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4862/2898, 3-4=-4696/2850, 4-5=-2813/1852, 5-6=-2471/1772, 6-7=-2471/1772, 7-8=-2813/1852, 8-9=-4623/2850, 9-10=-4783/2898 BOT CHORD 2-16=-2426/4620, 15-16=-2230/4330, 13-15=-1297/2565, 12-13=-2230/4082, 10-12=-2426/4311 WEBS 4-16=-535/1229, 4-15=-1917/1121, 5-15=-455/926, 6-15=-318/160, 6-13=-318/159, 7-13=-455/927, 8-13=-1787/1121, 8-12=-535/1142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 11-0-13, Exterior(2) 11-0-13 to 18-11-3, Interior(1) 18-11-3 to 20-4-13, Exterior(2) 20-4-13 to 28-3-3, Interior(1) 28-3-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 2, 10 considers parallel to grain value using ANSI/rPI 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 791 lb uplift at joint 2 and 791 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. November 6,2020 ® 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(D connectors. This design is based only upon parametersshown, 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 bmanent bracing uilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and per11 A'T�1." is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �M� 1 IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke East D 2060136610 Job Truss Type Qty Ply [Truss SPECIAL 1 1 =18/51oneT218156052536893 (optional) nrscaource Iriani 04y, FL), rmm City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:47 2020 Page 1 I D:gTgg7TJEsU W_xC9MbPEGISz5aQ1-7y09NpigOC3yX2oA4?miVsscV0EEsuFtLiRodtgyM7jY 1-4-0 7-3-13 13-0-0 19-8-0 26 4-0 32-0-4 39-4-0 0-8-0 -4-0 7-3-13 5-8-3 6-8-0 6-8-0 5-8-4 7-3-12 -4 11 -0 6.00 12 5x8 = 4 23 24 5x8 % 3.00 12 3x4 = 5x8 = 5 25 266 3x4 = 5x8 Scale = 1:72.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.66 10-11 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.00 11-13 >472 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.63 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 2=14,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3,-Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4814/2973, 3-4=-4578/2911, 4-5=-2992/2041, 5-6=-2992/2041, 6-7=-4578/2911, 7-8=-4814/2974 BOT CHORD 2-14=-2492/4440, 13-14=-144812788, 11-13=-1698/3163, 10-11=-1448/2788, 8-10=-2492/4341 WEBS 3-14=-320/355, 4-14=-1068/1956, 4-13=-148/517, 5-13=-380/265, 5-11=-380/265, 6-11 =-1 48/517, 6-1 0=-1 067/1831, 7-10=-327/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 9-0-13, Exterior(2) 9-0-13 to 16-11-3, Interior(1) 16-11-3 to 22-4-13, Exterior(2) 22-4-13 to 30-3-3, Interior(1) 30-3-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 8. 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. November 6,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f1912020 BEFORE USE. Design valid for use only with MTeW 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 ANS11TPll 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 0 Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 A08 SPECIAL 1 i T21815606 Job Reference o tional - - ---- — • - - ----- — • - — ----- • �. a rvmi a <u iva r uK umusines, Inc. I nU NOV b 19:b7:48 2020 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-c8aYb9JInWBp9CNMejHx230mNoZDbPglaMAM97yM7jX 1-4-0 5.11-1 11-0-0 16-2-3 23-1-13 28-4-0 33-4-15 39-4-0 0-8-0 1-4-0 5-11-1 5-06-11-16 5-2-3 5-0-15 5-11-1 -4-0 Scale = 1:71.4 5x6 = 2x4 11 5x6 = 4 24 25 5 6 26 27 7 5x6 = 6.00 12 2x4 Zz 23 28 2x4 3 g 1.5x8STP = 22 29 15 14 12 1.5x8 STP = � 2 13 11 0 1 6x12 MT20HS = 3x8 = 4x10 MT20HS = 910 6x12 MT20HS = 3x4 = 5x8 3.00 12 5x8 Zz 8-8-0 16-2-3 23-1-13 30-8-0 39-4-0 8-8-0 7-6-3 6-11-10 Plate Offsets (X,Y)-- [2:0-2-6 Edge] [4:0-3-8 0-2-41[6:0-3-0 0-3-0] [7.0-3-8 0-2-4] [9.0-2-6 Edge] 7-6-3 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.78 14 >604 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.15 14-15 >409 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.68 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 190 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. 2-15,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4843/3074, 3-4=-4552/2822, 4-5=-3951/2613, 5-6=-3951/2613, 6-7=-3948/2611, 7-8=-4552/2822,8-9=-4843/3074 BOT CHORD 2-15=-2597/4414, 14-15=-1747/3231, 12-14=-2158/3959, 11-12=-1747/3231, 9-11=-2597/4371 WEBS 3-15=-307/374, 4-15=-751/1516, 4-14=-488/993, 5-14=-344/337, 6-12=-405/339, 7-12=-485/988, 7-11=-751/1465, 8-11=-317/374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 7-0-13, Exterior(2) 7-0-13 to 14-11-3, Interior(1) 14-11-3 to 24-4-13, Exterior(2) 24-4-13 to 32-3-3, Interior(1) 32-3-3 to 36-8-13, Exterior(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 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 791 lb uplift at joint 2 and 791 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. ® 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 MTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUiP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 R6 �22839 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 r I November 6,2020 Job Truss Truss Type t 18/51 waterstone ]Qty 7jol T21815607 2536893 A09 SPECIAL 1 Reference o tional ouuuois niawuui cG main guy,'Il, Ileac _.'y, o.zqu s mar a 4UZU MI I ex Incuslnes, inc. I nu Nov b 1U:bf:49 2UZU rage 1 ID:gTgg7TJ EsU W_xC9MbPEGISZ5aQ1-4K8woV KwYgJgmLyZCQoAbHxyQCvDKIOAoOwvhZyM7j W 1.4-0 6-3-0 9-0-0 15-8-15 23-7-1 30-4-0 33-1-0 394-0 0-8-0 -4-0 6-3-0 6-8-15 7-10-1 6-8-15 2-9-0 6-3-0 -4-0 Scale = 1:71.4 6.00 12 2x4 3 23 6x12 MT20HS 6x12 MT20HS zz 2x4 11 5x8 = 4 24 25 26 5 6 2728 29 7 2x4 8 31 1.5x8 STP = 5x8 % 3.00 12 5x8 zz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 1.00 12-14 >470 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.49 12-14 >317 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.75 9 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -AS Weight: 184 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4793/3044, 3-4=-4615/2897, 4-5=-5461/3481, 5-6=-5461/3481, 6-7=-5453/3475, 7-8=-4615/2897, 8-9=-4793/3043 BOT CHORD 2-15=-2560/4319, 14-15=-2173/3968, 12-14=-3089/5476, 11-12=-2174/3970, 9-11=-2559/4319 WEBS 4-15=-623/1216, 4-14=-962/1711, 5-14=-403/408, 6-12=-445/410, 7-12=-954/1701, 7-11=-622/1189 _ NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-O.to 2-7-3, Interior(1) 2-7-3 to 5-0-13, Exterior(2) 5-0-13 to 12-11-3, Interior(1) 12-11-3 to 26-4-13, Exterior(2) 26-4-13 to 34-3-3, Interior(1) 34-3-3 to 36-8-13, Extedor(2) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 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 791 lb uplift at joint 2 and 791 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. November 6,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW iTek" is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component - 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 18/51 waterstoneT21815608 2536893 A10 SPECIAL 1 �Jjot 3, ob Reference o tional -- ---- -- - - ---- - - — 11 nmi a 114v rvil en nwusuros, urc. I nu IVov 0 15:01:01 zuzu rage 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-OjGgDBLA3RZOOf6xJrgegiOO2OhVoIFTGKPOmRyM7jU -4-0 1-4-0 i 3-1-9 7-0-0 12-1-12 17-1-7 22-2-9 27-2--15 32.4-0 36-2-7 3914-0 0-8-0 3-10-7 5-1-12 4-11-11 5-1-2 5-0-6 5-1-1 3-10-7 3-1-9 -4-0 Scale = 1:71.4 6x8 = 6.00 12 2x4 II 4x6 = 7x10 = 2x4 II 6x8 = 4 25 5 26 6 7 8 27 28 9 3x4 i 3x4 3 10 N 1.SxjSTP = _ 1.5x8 STP = 1 2 18 29 17 16 15 14 13 11 0 6x12 MT20HS = 5x8 = 6x12 MT20HS = 2x4 I 5x8 = 30 12 I 7l� 6x12 MT20HS o 3x8 3.00 12 I 46 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 0.46 Vert(LL) 1.12 15-16 >421 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -1.38 15-16 >341 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.57 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 624 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. 4-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-170(LC 6) Max Uplift 2=-1779(LC 8), 11=-1779(LC 8) Max Grav 2=3475(LC 13), 11=3475(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11253/5484, 3-4=-12538/6080, 4-5=-16925/8460, 5-6=-16921/8454, 6-7=-19216/9674, 7-8=-16755/8435, 8-9=-16759/8440, 9-1 0=-1 2409/6079, 10-11=-11148/5484 BOT CHORD 2-18=-4848/10339, 17-18=-5566/12012, 16-17=-9456/19259, 15-16=-9414/19137, 14-15=-9421/19124, 13-14=-5564/11757, 11-13=-4846/10118 WEBS 4-18=-1406/3383, 4-17=-2823/5436, 5-17=-785/635, 6-17=-2550/1314, 6-16=0/296, 7-15=0/295, 7-14=-2520/1299, 8-14=-793/633, 9-14=-2808/5409, 9-13=-1405/3326, 3-18=-748/1660,10-13=-756/1681 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-5-0 oc, Except member 17-4 2x4 - 1 row at 0-9-0 oc, member 5-17 2x4 -1 row at 0-9-0 oc, member 17-6 2x4 - 1 row at 0-9-0 oc, member 6-16 2x4 -1 row at 0-9-0 cc, member 16-7 2x4 -1 row at 0-9-0 oc, member 7-15 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 - 1 row at 0-9-0 oc, member 8-14 2x4 - 1 row at 0-9-0 oc, member 14-9 2x4 -1 row at 0-9-0 oc, member 3-18 2x4 -1 row at 0-9-0 oc, member 10-13 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. •For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East November 6,2020 Job Truss0 Truss Type Qty Ply lot 18/51 waterstone T21815608 2536893 A1 SPECIAL 1 Jab Reference (optional) ounuers ruswuurue lriani Cny, FL). Fianr Cny, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:51 2020 Page 2 NOTES- ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-OjGgDBLA3RZOOf6xJrgegiOO2ohVoIFTGKPOmRyM7jU 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1779 lb uplift at joint 2 and 1779 lb uplift at joint 11. 11) Girder carries hip end with 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 32-4-0, and 733 lb down and 321 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-113(F=-58), 9-12=-54, 19-29=-20, 18-29=-42(F=-22), 13-18=-42(F=-22), 13-30=-42(F=-22), 22-30=-20 Concentrated Loads (lb) Vert: 29=-475(F) 30=-475(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply lot 18151 waterstone 2536893 B01 COMMON 1 1 T21815609 rDI-4 r u., rr Job Reference o tional - • - ---- - I - - ---- • --Y�bPEa "" con r ex InQrus[nes, I"';. 8I nu "." 5 19:Sf:52 2020 Page 1 MID:gTgg7TJEsUW_C9GISz5aQ1-UvpFdphtYLtCvZbPPzIXHucU8ZIuyM7jT4-3-11 82-7 10-0-0 11-9-9 15-8-5 19-8-0 _21-0-04-3-11 310-12 1-9-9 1-9-9 3-10-12 3-11-11 3x4 5 ' 3x8 i 3x8 4 6 6.00 12 20 21 2x4 \\ 3 19 2 e e 12 23 11 10 3x4 = 3x4 = 4x6 = 3x4 = LOADING ()sf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC . 0.36 Vert(LL) 0.32 10-12 >749 240 TCDL 7.0. Lumber DOL 1.25 BC 0.83 Vert(CT) -0.50 10-12 >478 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 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 REACTIONS., (size) 2=0-8-0, 8=0-8-0 Max Horz 2=230(LC 9) Max Uplift 2=-533(LC 10), 8=-505(LC 10) Max Grav 2=1024(LC 15), 8=1006(LC 16) Scale=1:35.8 2x4 7 22 8 1.5x8 S = 9 Io e s 3x4 = 20-0-0 5-9.4 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1853/1221, 3-4=-1740/1201, 6-7=-1750/1220, 7-8=-1864/1244 BOT CHORD 2-12=-922/1766, 10-12=-641/1246, 8-10=-950/1609 WEBS 7-10=-256/238, 4-6=1119/967, 4-12=-309/744, 6-10=-337/755 NOTES- - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Exterior(2) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 17-0-13, Exterior(2) 17-0-13 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = IO.Opsf. ` 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2 and 505 lb uplift at joint 8. 6) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 ANSI1TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 3ast Job Truss Truss Type Qty Ply lot 18/51 waterstone T21815610 2536893 B01 S COMMON 2 1 Job Reference o tional F ^7, o.49u 5 mar d 4uzu mi I eK Inousrrles, Inc. I nu NOV 5 19:51:52 2020 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-Uvp2QXMpgkiFdph8tYLtCvZaAPyDXHtcU_8ZIuyM7jT -1-4-0 4-3-11 8-2-7 10-0-0 11-9-9 15-8-5 19-8-0 1 4-0 4-3 11 3-10-12 1-9-9 1-9-9 3-10-12 3-11-11 3x4 1 5 3x8 i 3x8 1 4 6 6.00 12 18 19 2x4 \\ 3 17 2 = 8 e e e 10 20 21 9 3x4 = 5x6 3x4 = 2x4 7 Scale = 1:35.3 3x6 J 8 iT m 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.33 9-10 >712 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.84 Vert(CT) -0.51 9-10 >462 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 92 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=220(LC 9) Max Uplift 8=-424(LC 10), 2=-528(LC 10) Max Grav 8=938(LC 16), 2=1008(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1821/1219, 3-4=-1707/1199, 6-7=-1641/1202, 7-8=-1744/1226 BOT CHORD 2-10=-981/1725, 9-10=-698/1196, 8-9=-996/1488 WEBS 3-10=-258/216, 4-6=-1091/968, 4-10=-312/752, 6-9=-318/657 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Exterior(2) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 15-8-13, Exterior(2) 15-8-13 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 8 and 528 lb uplift at joint 2. 6) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 10-14=-20, 9-10=-60, 9-11=-20 November 6,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job * Truss Truss Type Qty Ply 2536893 B02 HIP 1 1 T21815611 �tMtionah era rnstowrce triant City, FL), Plant City, FL - ooaor, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:53 MO Pagel ID:ItBgZ9ku7fQzQadCiELNxnz5J81-y6NQetNRb2g6 FzFKRGt61761bpL5GmTmjeu7q KyM7jS 1 4-0 6-4-1 9-0-0 11-0-0 13-7-15 20-0-0 21 4-0 1-4-0 6.4-1 2-7-15 2-0-0 2-7-15 6.4-1 1-4-0 4x6 = Scale = 1:36.9 4x6 = Iv 0 3x6 = 3x4 = — 3x4 = 3x6 = 9-0-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-81[7:0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber-DOL 1.25 BC 0.67 BCLL 0.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2017frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/927, 3-4=-971/825, 4-5=-822/769, 5-6=-971/825, 6-7=-1179/927 BOT CHORD 2-11=-611/1064, 9-11=-341/822, 7-9=-611/1020 WEBS 3-11=-391/410, 4-11=-260/375, 5-9=-260/376, 6-9=-391/41 0 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 1-0.14 9-17 >999 240 MT20 244/190 Vert(CT) -0.31 11-14 >778 180 Horz(CT) 0.03 7 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 3-5-4, Exterior(2) 3-5-4 to 16-6-12, Interior(1) 16-6-12 to 17-4-13, Exterior(2) 17-4-13 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2 and 450 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. November 6,2020 ®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 MTek(D connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Vi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI771e/i Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e 6904 ParkEast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job Truss Type City Ply lot18/51 waterstone T T21815612536893 HIP 1 1 Job Reference (optional) iers nrstauurce (Plant City, FL), Plant city, FL - J=b/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:54 2020 Page 1 ID:ItBgZgku7fQzQadCiELNxnz5J81-QlxprDO3MMyzt7q W_ZOLIKen WDfl?C_vyHdgMmyM7jR -1-4-0 7-0-0 13-0-0 20-0-0 21-4.0 1-4-0 7-0-0 6-0-0 7-0-0 1-470 5x8 = 16 17 4x6 = 3x6 = 2x4 II 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-171(LC 6) Max Uplift 2=-822(LC 8), 5=-822(LC 8) Max Grav 2=1392(LC 1), 5=1392(LC 1) Scale = 1:36.9 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.14 9-12 >999 240 MT20 244/190 BC 0.80 Vert(CT) -0.19 9-12 >999 180 WB 0.25 Horz(CT) 0.06 5 n/a n/a Matrix-MSH Weight: 86 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2472/1357, 3-4=-2166/1293, 4-5=-2473/1357 BOT CHORD 2-9=-1046/2143, 7-9=-1049/2165, 5-7=-104612144 WEBS 3-9=-89/654, 4-7=-88/655 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 822 lb uplift at joint 2 and 822 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 277lb up at 7-0-0, 89 Ib down and 164 Ib up at 9-0-12, and 89 lb down and 164 lb up at 10-11-4, and 159 lb down and 307 lb up at 13-0-0 on top chord, and 349 lb down and 179 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 lb down at 10-11-4, and 349 lb down and 179 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-103(B)4=-103(B)9=-349(B)7=-349(B)16=-89(B)17=-89(B)18=-39(B)19=-39(B) November 6,2020 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrrPll 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 waterstone 2536593 C1 JACK 10 1 �lot18/51 T21815613 Job Reference (optional) �,GLi, u= tr ai IL .,ey, FBI, W n uy, r� - ooaor, 6.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:57:55 2020 Page 1 I D:ItBgZ9ku7fQzQad C iELNxnz5J81-u UV B3YPh7f4q U G PiYhvagYB89dAQki73Bx N EvDyM7jQ -1-4-0 i 0-11 4 1-4-0 0-111 V C6 d u c 3 0-11-4 -4 Scale = 1:7.6 PlatePlate Offsets (X,Y)— [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-196(LC 10), 4=-14(LC 1) Max Grav 3=23(LC 10), 2=158(LC 15), 4=43(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 196 lb uplift at joint 2 and 14 lb uplift at joint 4. November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 C1 C JACK 2 1 T21815614 Job Reference (optional) • - ----- • .,•��., w-ZUWU Nage 1 ID:ItBgZ9ku7fQzQadCiE�LNxn'z5J'81';�grvZyGeunPnJuwzuCsh6roQs,vm6UO.QpnNUIkrvLW10W1OeT:8NCPb6nRfyM7jP -1-4-0 0-11--44 1-4-0 0-11 Scale = 1:10.2 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 0.10 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 3 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 4=93(LC 10) Max Uplift 1=-88(LC 10), 3=-47(LC 10), 4=-40(LC 10) Max Grav 1=89(LC 15), 3=50(LC 1), 4=40(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 1, 47 lb uplift at joint 3 and 40 lb uplift at joint 4. November 6.2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511M020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parametersshown, 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 andlor 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss ssType City Ply lot 18/51waterstoneT218156152536893 �Jack-Open CIP Truss 4 1 Job Reference (optional) __..__._ ... _.___. _.. ............�, . �„ ...-.., ...y, . — .., ---, a.a a via, a —4v rvn i art wuus« ies, inc. 1 nu Nov o "I yro7:nb Zulu rage 1 ID:gTgg7TJEsUW_xC9MbPEGISz5aQ1-Ng3ZGuPJuzCh6Q_v6OQpNlkJvl WfT8NCPb6nRfyM7jP i -1-4-0 0-11-4 1-4-0 0-11.4 Scale = 1:7.6 1 0-11 d 0-11' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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=0-4-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC'10), 4=-23(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 213 lb uplift at joint 2 and 23 lb uplift at joint 4. November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iyl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD Parke East Blvd. , D 20601 Tampa, rk 36610 East Job Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 C1 V SPECIAL 4 1 T21815616, Phdirl— Pirc153.n— rmen/ rit,, m i Di- ra„ rr Job Reference (optional) 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 519:57:57 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-rtdxUEQxfH KYkaZ5g6x2vzGUfQsvCbcLeFsKz5yM7jo -1-4-0 0-114 1-4-0 0-11-4 Scale = 1:7.6 CSI. DEFL. in (loc) I/defl L/d PLATES- GRIP TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 BC 0.04 Vert(CT) 0.00 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=15(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; pave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift atjoint 3, 181 lb uplift at joint 2 and 14 lb uplift at joint 4. November 6,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS1yTP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke 3ast 20601 Job Truss Type Qty Ply lot 18/51 waterstone Puss T21815617 2536893 JACK g 1 Job Reference (optional) --..__._ ...-•------ ,.._... _..,, . _„ .._... _..,, _ _-•'-• , v.,,v a via, a cucu rvn i en uiuusuies, uic. i nu rwv o -i toot= ZUZU rage 1 I D:ItBgZ9ku 7fQzQad Ci ELNxnz5J81-J3BJ ha RZQaSPLk8H DpSH SApfPq BPx2sVtvbuVXyM7j N -1-4-0 2-11-4 1.4-0 2-11-4 3 0 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- f2:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=130(LC 10) Max Uplift 3=-50(LC 10), 2=-156(LC 10) Max Grav 3=70(LC 15), 2=195(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 156 lb uplift at joint 2. November 6,2020 ®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 MTekO 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�TPi �Ca is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP/1 Quality Criteria, DSB-89 and 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 Jab Truss Truss Type Qty Ply C3P Jack -Open Truss 4 1 �waterstoneT218156182536893 - • - •, - - ----• I— — 1 CR 11'uu5trles, Inc. 1 nu Nov 0 l a:0 (:Ots ZUZU Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1 J3BJhaRzQaSPLk8HDpSHSApfPgAex2sVtvbuVXyM7jN 2-11-4 1-4-0 2-11-4 1 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 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 FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=41(LC 7) Max Grav 3=64(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; :Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 J 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 212 lb uplift at joint 2 and 41 lb uplift at joint 4. November 6,2020 ® 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 MTek® 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 ppl� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the oy� 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 t Job Truss Truss Type Ply lot 18/51 waterstone T21815619 2536893 C3V ]Qty SPECIAL 4 1 Job Reference (optional) o.— s Wier V LVN IWI I UK Inousirles, Inc. I nU NOV O l9:01:09 ZUZU Page 1 1 D:gTgg7TJEsUW—xC9MbPEGISz5aQ1-nFliuwSCBuaFzujUnXzW?OLg9EXdgV6e5ZLR2yM7jM -1-4-0 2-11-4 1 4-0 2-11-4 3 III rtate VnSels fA, T /— 1z;u-u-1 o,mogej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 - Vert(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - Scale = 1:12.7 1 y M O PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=130(LC 10) Max Uplift 3=-54(LC 10), 2=-149(LC 10) Max Grav 3=72(LC 15), 2=194(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=3911t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 149 lb uplift at joint 2. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 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 November 6,2020 Job Truss Truss Type Qty Ply lot18151 waterstone T21815620 2536893 CS JACK 4 1 Job Reference (optional) .....�,....,� . „m.+..uwc t, .....ny, , vny, , - I , -1-4-0 o.wu s mar a zuzu mI I eK maustrles, Inc. I nu Nov 5 19:57:59 2020 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-nFliuwSCBuaFzujUnXzW?O LI?ERLgV6e5ZLR2_yM7jM 4-11-4 3 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.11 4-7 >526 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.10 4-7 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 10) Max Uplift 3=-122(LC 10), 2=-260(LC 10), 4=-72(LC 10) Max Grav 3=122(LC 15), 2=260(LC 1), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3, 260 lb uplift at joint 2 and 72 lb uplift at joint 4. 6) 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. November 6,2020 ® 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 MTek® 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 ANSI77Pl1 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 --[JACK Truss Type Qly Ply lot 18/51 waterstone 2536893 CSP q 1 T21815621 Job Reference o tional ou,wcie ruewuuace Irani City, FL), -!ant Uty, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:00 2020 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-FSI46GSgyCi6b21gLEVIXbuwWenQPyMoKD4_aQyM7jL -1-4-0 4-11-4 1 4-0 4-11-4 Scale = 1:17.6 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 4-7 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.10 4-7 >589 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or�less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3, 261 lb uplift at joint 2 and 73 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetmck be applied directly to the bottom chord. November 6,2020 ® 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 A 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 iVliTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parkrk 36610 East Job Truss Truss Type Qty Ply lot18/51 waterstone T21815622 2536893 CSV SPECIAL 4 1 Job Reference (optional) 1rstSource (Plant Glty, FL), Plant tatty, FL - 33567, -1.4-0 3x4 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:00 2020 Page 1 I D:gTgg7TJEsU W_xC9MbPEGISz5aQ1-FS146GSgyCi6b21gLEVIXbuyYepyPyMoKD4_aQyM7jL Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud —PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=183(LC 10) Max Uplift 3=-111(LC 10), 2=-160(LC 10) Max Grav 3=136(LC 15), 2=263(LC 15), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate'grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 160 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. November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanentbracing 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 ANS11TI 11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply lot18/51 waterstone vroulss T21815623 2536893 COMMON 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant CI[y, FL - 335151, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:01 2020 Page 1 ID:gTgg7TJEsUW_xC9MbPEGISz5aQljesSJcTSjVgzCBtsvxO-4pR6T28480wxZtgY6syM7jK -1-4-0 6-8-0 1 13-0-0 1-4-0 6-8-0 5x8 i 3x4 = L^' " 3x4 Scale = 1:25.0 6-8-0 13-0-0 6-8-0 6-4-0 Plate Offsets (X,Y)— [3:0-5-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 5-11 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.40 Vert(CT) -0.11 5-11 >999 180 , BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 49 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 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 9) Max Uplift 4=-223(LC 10), 2=-333(LC 10) Max Grav 4=477(LC 1), 2=557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/573, 3-4=-671/573 BOT CHORD 2-5=-368/538, 4-5=-368/538 WEBS 3-5=-8/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 4 and 333 lb uplift at joint 2. 6) 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. November 6,2020 ®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 MTekO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 18/51 waterstone T21815624 2536893 002 HIP 1 1 �,Iot Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 5-0-0 46 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:02 2020 Page 1 ID:I[BgZ9ku7fQzQad CiELNxnz5J81-BgQgXyU4UpyqqLS3SfXDcOzJNRTCtrF4oXZ5eJyM7jJ 8-4-0 13-4-0 14-8-0 , 15 46 = 5-0-0 1-4-0 Scale = 1:26.1 M 1 � x8 1.5x8 ST l01 1 6' ri B 8 16 6' s 7 s• 2x4 II g 2x4 II 3x4 = 3x4 = 5-0-0 B-4-0 13-4-0 5-0-0 3-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (IDc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.07 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WS 0.10 Horz(CT) 0.02 5 n/a- n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Hors 2=-130(LC 6) Max Uplift 2=-444(LC 8), 5=-444(LC 8) Max Grav 2=745(LC 1), 5=745(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138/570, 3-4=-978/555, 4-5=-1138/570 BOT CHORD 2-8=-369/969, 7-8=-365/978, 5-7=-369/969 WEBS 3-8=0/271, 4-7=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2 and 444 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 286 lb up at 5-0-0, and 46 lb dawn and 118 lb up at 6-8-0, and 89 lb down and 257 lb up at 8-4-0 on top chord, and 88 lb down and 2 lb up at 5-0-0, and 35 lb down and 1 lb up at 6-8-0, and 88 lb down and 2 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-89(F) 4=-89(F) 8=-56(F) 7=-56(F) 15=-46(F) 16=-24(F) November 6,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI iTeW 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 ANS117Pl1 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 PlyTJob waterstone T21815625 2536893 E3 JACK 3 rence (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:02 2020 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-BgQgXyU4UpygqLS3SfXDcOzLORXXtss4oXZ5eJyM7jJ -1-0-0 3-0-0 ' 1-4-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTPI2014 Matrix -MP LUMBER- - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-62(LC 10), 2=-213(LC 10), 4=-42(LC 7) Max Grav 3=64(LC 15), 2=195(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 213 lb uplift at joint 2 and 42 lb uplift at joint 4. November 6,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M Job Truss Truss Type waterstoneT21815626 2536893 E5 JACK � =QtyPly/51 eference (optional) r 1 - •• - , • - ---- di o cUcu rvn I UK mcusmes, Inc. I nu Nov o 1 a:ots:U6 zUZU Hage 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-f1 - CkIViE74hSVOFOM2S9EWT3rr3cJ6EOBJfBlyM7jl _1-4.0 5-0-0 1-4-0 5-0_0 n 3x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 4-7 >999 240 TCDL 7.0. Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 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 FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-108(LC 10), 2=-167(LC 10) Max Grav 3=136(LC 15), 2=267(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale = 1:17.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 167 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design paramelem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 November 6,2020 IM Job Truss Type city Ply lot 18/51 waterstone F T21815627 2536893 JACK q 1 Job Reference (optional) ---••--•- • ••----•-•- •-• •• �•v• �n •�••• -- v• • •- , o.— a [vial a c 4U mi i eK inuu5tnes, Inc. I nU Nov a 1`J:06:U4 ZUZU rage 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-8 DYbyd W K?QCY3fbRa4Zhi R3XIF5vLm LNFr2gByM7jH -1-4-0 7-0-0 1 4-0 7-0_0 i 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 ETC 0.88 Vert(LL) 0.17 4-7 >486 240 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.20 4-7 >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3=-162(LC 10), 2=-184(LC 10) Max Grav 3=199(LC 15), 2=340(LC 15), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale = 1:23.1 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load noncoi(current with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 3 and 184 lb uplift at joint 2. - 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSYTP11 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 November 6,2020 Job Truss Truss Type Qty Ply lot 18/51 waterstone T21815628 2536893 E7P JACK -OPEN 4 1 Job Reference (optional) _.ry, "J, I,cu1 y' , ,--.+�,+ , 0.49U J IVlar U GUZU IVII I eK In OUsmes, Inc. I nU NOV O IU:Ofi:1.14 ZUZU Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-8DYbydWK?QCY3fbRa4ZhiR3doF9hLmLNFr2gByM7jH 1 4-0 7-0-0 1 4-0 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.34 4-7 >242 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.41 Vert(CT) 0.30 4-7 >278 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. REACTIONS. . (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-184(LC 10), 2=-318(LC 10), 4=-107(LC 10) Max Grav 3=184(LC 15), 2=336(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3, 318 lb uplift At joint 2 and 107 lb uplift at joint 4. 6) 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. November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 ANSI1rPl1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. East e 6904 ParkE Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty 8/51 waterstone 171 T21815629 2536893 E7V SPECIAL 14 Reference(optional) -• •• ,-n •-•• •• - , - --- U u rvn r crt muusrnes, mc. r nu Nlov o le:od:Uo zuzu rage 1 ID:gTgg7TJEsU W-xC9MbPEGISz5aQ1-cP6z9zWymkKPhpAd8n4wEfbhGfRS4DbXUVoIFdyM7jG -1-4-0 7-0-0 1-4-0 7-0-0 i 3x4 rr c? N Scale = 1:22.9 Plate Offsets (X,Y)- [2:0-2-3,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.18 4-7 >453 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >408 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3=-166(LC 10), 2=-178(LC 10) - Max Grav 3=201(LC 15), 2=339(LC 15), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber COL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 3 and 178 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. N:d! !22;$;311 November 6,2020 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 MTek® 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 propedy 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 ANS11TPil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply lot 18/51 waterstone T21815630 2536893 F01 HIP Job Reference (optional) tsui aers rlrstaource imani Lrry, t-Lj, mant ary, rL - aaob t, 6.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:06 2020 Page 1 I D:ItBgZ9ku7fQzQadCiELNxnz5J81-4cgLNJXbX2SGJzlghVb9ns8?Y3sbpgggi9XJo4yM7jF -1-4-0 3-0-0 5-8-0 8-8-0 10-0-0 1-4-0 3-0-0 2-8-0 3-0-0 1-4-0 Scale = 1:21.2 46 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL.- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 35 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-4-0, 7=0-4=O Max Horz 10=-89(LC 6) Max Uplift 10=-430(LC 8), 7=-376(LC 8) Max Grav 10=388(LC 17), 7=388(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-146/319, 3-4=-78/263, 4-5=-146/319 BOT CHORD 2-10=-304/83, 9-10=-301/83, 8-9=-304/78, 7-8=-304/83, 5-7=-304/83 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 10 and 376 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 172 lb up at 3-0-0, and 6 lb down and 76 lb up at 4-4-0, and 36 lb down and 172 lb up at 5-8-0 on top chord, and 39 lb up at 3-0-0, and 6 lb down and 18 lb up at 4-4-0, and 39 lb up at 5-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=20(F) 4=20(F) 9=14(F) 8=14(F) 17=-2(F) 18=-6(F) November 6,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 Jo Truss Truss Type Qty Ply lot 18/51 waterstone 2536893 H3 JACK 2 1 T21815631 Job Reference o tional - ,-,• •-• •• - ,- --� 0.4— s Mdr a ZUZU Mi i eK Inousines, Inc. I nu Nov b 18:58:06 2020 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81=4cg LNJXbX2SGJzlghVb9ns8xR3oEpgrgi9XJo4yM7jF -1-10-10 4-2-15 1-10-10 4-2-15 Scale = 1:12.7 1-0-4 1-7-13 4-2-15 1-0-0 D-3-9 9_7_9 Plate Offsets (X Y)-- [2:0-2-10,0-0-2) LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 4-5 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.60 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0c7-3 Max Horz 5=132(LC 8) Max Uplift 3=-31(LC 5), 4=-72(LC 13), 5=-465(LC 8) Max Grav 3=23(LC 13), 4=71(LC 8), 5=432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 cc pudins. BOT CHORD Rigid ceiling directly applied' or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3, 72 lb uplift at joint 4 and 465 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 69 lb up at 1-5-12, and 57 lb down and 65 lb up at 1-5-12 on top chord, and 21 lb uplat 1-5-12, and 23 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 5=22(F=11, 13=11) 9=6(F=24, B=-18) November 6,2020 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE. Design valid far use only with MTekO connectors. This design Is based only upon parametersshown, 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 iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 18/51 waterstone T21815632 2536893 HS JACK 2 1 Job Reference (optional) Builders First5ource (Plant ury, FL), Plant city, FL - 33b6f, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:07 2020 Page 1 I D:ItBgZ9ku7fQzQad Ci ELNxnz5J81-YoDjafYD I La7w6 KO FC7OJ4h7 LS9 QY75gxp Hs KW yM7j E -1-10-10 7-0-14 1-10-10 7-0-14 Scale = 1:17.4 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 0.51 Vert(LL) -0.09 4-7 >926 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.18 4-7 >458 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=186(LC 8) Max Uplift 3=-116(LC 8), 2=-171(LC 8) Max Grav 3=135(LC 1), 2=307(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional)i Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) !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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3 and 171 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at 1-5-12, 57 lb down and 65 lb up at 1-5-12, and 5 lb down and 68 lb up at 4-3-11, and 5 lb down and 68 lb up at 4-3-11 on top chord , and 23 lb up at 1-5-12, 23 lb up at 1-5-12, and 11 lb down and 7 lb up at 4-3-11, and 11 lb down and 7 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 9=36(F=18, 13=18) 10=23(F=11, B=11) 11=-11(F=-5, B=-5) November 6,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanentbracing MiTprk` 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 ANSh7P/f quality Criteria, DSB-89 and BCSI Building Component 6004 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 lot18/51 waterstone 2536893 :::: H7 MONO TRUSS 2 1 T21815633 Ruilrters Firct.Rnuroe (Plant Cih. FI t Plant ru„ n aacc7 Job Reference o tional • - - -- - - ---- • o.cvu s mar a 202u MI I ek Inaustnes, Inc. 1 hu Nov 5 19:58:08 2020 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-0- n5n?Zr3fj_YGvCpvedsHDLjsVfHXDzATOQsyyM7jD -1-10-10 8-2-10 1-10-10 13 6-2-10 9 3-8- 2 3-8-2 6-2-10 Plate Offsets (X Y)-- (2:0-0-10 0-0-1) LOADING (psf) SPACING- ` 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.27 Vert(LL) -0.03 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-94(LC 8), 2=-226(LC 8), 5=-147(LC 8) Max Grav 4=87(LC 1), 2=441(LC 1), 5=350(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-589/180 BOT CHORD 2-7=-262/531, 6-7=-262/531 WEBS 3-7=0/360, 3-6=-646/319 Scale = 1:22.7 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 226 lb uplift at joint 2 and 147 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at 1-5-12, 57 lb down and 65 lb up at 1-5-12, 5 lb down and 68 lb up at 4-3-11, 5 lb down and 68 lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7 lb up at' 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb)' Vert: 11=49(F=24, B=24) 12=36(F=18, B=18) 13=-99(F=-50, B=-50) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) November 6,2020 ® 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 , l� 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 iviiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 36610 East Jo4 Truss Truss Type Qty Ply7JobRe5ferencer(sootional) lotatetne J2536893 H7P MONO TRUSS 2 T21815634 Builders FirstSource (Plant City, FL) Plant City FL - 33567 8.240 s Mar 9 2020 MITek Industries, Inc. Thu Nov 5 19:58:08 2020 Page 1 5_0-0 ID:ItBgZ9ku7fQzQadCiELNxnz5J8l-0— n5n?Zr3fj—YGvCpvedsHDGLsT1HVJzATOQsyyM7jD -1-10-10 1-10-10 -10-13 5-0-0 4-10-13 Scale = 1:22.0 5-0-0 4-10-13 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber COL 1.25 TC 0.62 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr NO BC 0.58 WB 0.32 Vert(CT) -0.10 6-7 >999 180 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017[rP12014 Matrix-MSH Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pu'dins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-0, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-244(LC 8), 2=-423(LC 8), 5=-296(LC 8) Max Grav 4=291(LC 13), 2=412(LC 1), 5=354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-774/516 BOT CHORD 2-7=-710/720, 6-7=-710/720 WEBS 3-7=-151/279, 3-6=-776/766 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 4, 423 lb uplift at joint 2 and 296 lb uplift at joint 5. 6) 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 (pig Vert: 1-2=-54 Trapezoidal Loads (pig Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) November 6.2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 6�— Truss Truss Type 18/51 waterst0neT218136893 F J27 H7V SPECIAL 1 �Jlot ob Reference o tional ce triant U¢y, rL/, Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:09 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-UBLU?LZTgzrrAQU PNd9sPVmSZGp5Oya6P7mzOPyM7jC -1-10-10 5-5-13 9-10-13 1-10-10 5-5-13 4-5-0 Scale = 1:22.8 3x4 5-5-13 4-5.0 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 0.52 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=289(LC 8) Max Uplift 4=-223(LC 8), 2=-230(LC 8), 5=-125(LC 8) Max Grav 4=272(LC 13), 2=413(LC 1), 5=391(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/403 BOT CHORD 2-7=-593/1150, 6-7=-604/1155 WEBS 3-7=0/250, 3-6=-1136/590 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `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. 4) Refer to girder(s) for truss to truss connections. 5) 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. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 4, 230 lb uplift at joint 2 and 125 Ito uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) November 6,2020 ® 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 n A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Vl 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. Safetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Truss Truss Type Qty Ply lot 18/51 waterstone rol T21815636 6893 L03 HIP 1 1 Job Reference o tional rs FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:10 2020 Page 1 ID:gTgg7TJEsU W_xC9MbPEGISz5aQ1-yNvsChaSbGzina3bwKg6xiJ Wsg6clStGdnV WxryM7j B -1-4-0 4-6-9 9-0-0 11-0-0 15-5-7 20-0-0 21-4-0 1 4-0 4-6-9 4-5-6 2-0-0 4-5-7 4-6-9 Scale = 1:37.5 4x10 MT20HS - 4x10 MT20HS M 6 v Iv 0 4xl0 MT20HS = 2x4 II 2x4 11 LOADING (psf) SPACING- 270-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.59 7-15 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.50 7-15 >484 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 5=0-3-8 Max Horz 2=212(LC 9) Max Uplift 2=-836(LC 10), 5=-836(LC 10) Max Grav 2=812(LC 1), 5=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1062/1947, 3-4=-887/1927, 4-5=-1062/1947 BOT CHORD 2-9=-1485/883, 7-9=-1500/887, 5-7= l485/883 WEBS 3-9=-466/230, 4-7=-466/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-3, 1ntedor(1) 2-7-3 to 3-5-4, Exterior(2) 3-5-4 to 16-6-12, Interior(1) 16-6-12 to 17-4-13, Exterior(2) 17-4-13 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 836 lb uplift at joint 2 and 836 lb uplift at joint 5. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 6,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS117P11 Quality Criteria, DSB-09 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 18/51 waterstone T21815637 2536893 L04 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Nov 5 19:58:10 2020 Page 1 ID:gTgg7TJ EsU W_xC9MbPEGISz5aQ1-yNvsChaSbGzina3bwKg6xiJ WTg591QVGdnV WxryM7jB -1.4-0 7-0-0 13-0-0 20-0-0 21-4-0 1-4-0 7-0-0 6-0-0 7-0-0 -, 1-4-0 Scale = 1:36.9 5x6 = 4x6 = 3x6 = 2x4 II 4x6 = 3x4 = 3x6 = 7-0.0 13-0-0 20-0-0 7-0-0 ' 6-0-0 7-0-0 Plate Offsets (X,Y)— [3:0-3-8,0-2-41,[4:0-3-8,0-2-41 LOADING (psf) - SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.27 7-15 >884 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.22 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) i 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 5=0-3-8 _ Max Horz 2=171(LC 7) Max Uplift 2=-1339(LC 8). 5=-1331(LC 8) Max Grav 2=1588(LC 13), 5=1565(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3062/2244, 3-4=-2692/2086, 4-5=-3012/2219 - BOT CHORD 2-9=-1845/2771', 7-9=-1825/2739, 5-7=-1823/2621 WEBS 3-9=-482/780, 4-7=-492/795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1339 lb uplift at joint 2 and 1331 lb uplift at joint 5. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 13-0-0, and 733 lb down and 321 Ito up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-120(F=-66), 4-6=-54, 9-10=-20, 7-9=-44(F=-24), 7-13=-20 Concentrated Loads (lb) Vert: 9=-475(F) 7=-475(F) November 6,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeic" 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 ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, R. 36610 J Symbols , PLATE LOCATION AND ORIENTATION 13 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. Ole KA For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. He Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS O O 2 U d O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESK1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Propetty Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. / 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling -is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or -performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.