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HomeMy WebLinkAboutTrussI =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on " center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. voopA DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK.. CONSULT BCSI 30' Sp nor less ' Spre der Bar 60 degrees or less &Do not•on trusses until they arebracedper BCSIproperly le straps •hangers z!�sARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF METAL ROOFS SHOWr- SPECIAL INSTALLATION CARE J2 J4 J6 Tag line F� V2 span 1 tag Lne of prox 2131. 0 approx. 1l2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way If crane is used Truss is an example, your truss may not match. Truss is an example, your truss may not match Insist crane operator sets truss this way. Insist crane operator sets truss this way. sole All load bearing walls, headers, loco & lintels must P t be in lace �n ms at indicated height before trusses are installed. t-M Owes AIR HANDLER NOTE 1 v Unless noted elsewhere on this layout, these trusses are not a designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. h.. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice.CD 0 r ' SEAT PLATES BY CHAMBERS TRUSS 16, REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS �N ail III III ADil op 4-P "Please refer to Standard Engineering package for general instuction on instafling hangers ------ 10d=0.148" x 3" 16d=0.162" x 3 1/2" b 61 Hatch Legend B1 LOAD 61 BEARING AT 8' 0,I 61 INDICATES VOLUME RB �6✓s CEILING - J4 00.. J4 rJ2 J2 i 7 > 2 u�� �9e�TF0 I OtiTti�y� I I � 11�i 7-77 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the; undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss' shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.'. After 10 days of delivery remedy will be according to Florida statute 558, 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6, Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the. sum: agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss J2 - reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the - recipient. 10, In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For'. Construction Using Metal Plate Connected Wood Trusses ANSUTPIMITCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. J4 is ----- G RA DATED AS i SIGNED ,... FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. A4 A3 Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Az Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. At Study the contents of the information packet included on delivery before 5JA7 to 1 o 0 A, Al Al At Al setting trusses. Trusses must be set and braced per design to prevent injury & damage. ice Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 0 At � I At cart er venue Fort Pierce, Florida 34982.6423 Al 800.551.5932 Fort Pierce 772.465-2012 Fax 772.465-8711 A Vero Beach 772-569-2012 Stuart 772.286-3302 13-ol-oe Web Site: CHAMBERSTRUSS.COM Email: MAIL @CHAMBERS1'RU73S.COM A The Architects a .. r ArChffRwi's raaprese-Y,Yaftve's shop drawing approval Is NOT a .,.double choh" eof the contractor. A The contractor shall remain responsible for checkingfinldmeasurements and Other construction criteria. Architect's A reviewo f/covers eneral roof shape, prusi pinel, and loading on structure from gravity and Ll it loads and their re3pe tive loc ¢ns. A T S2J) �Q Approved By Date; n B den A:LA. P.A. O,p A grade MrrEK VERSION 7 41 431. . LOADINGMESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 16G4.6.I A ....._, A A 7' SETBACK BOSTON HIP TRUSS oJ4 9r- 7NBHA J2 County Building Department ST.LUCIE ST, LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method Roofing Material MWFRS(Directional)/C-C hybrid Wind ASCE 7-1 METAL Q Loading in PSF Top Chord Live Roof R.D.L. Floor 20 Top Chord Dead 0 7 4.2 0 Bottom Chord Live '10-Non Conccurent p Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 12' Building Type Enclosed Building Category IL Non Restrictive Exposure Category Miles from Ocean C>Open Terrain with scattered obstructions 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the z-o,-o, building department and your engineer, Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11417 SCALE: 1/4" = 11-011 84 total trusses, 20 unique designs Designer: RLC Reviewed by: RLC Date: 12/07/17 REVISED 10/27/20 15-10 FOR )D WYNNE DEVELOPMENT DESCRIPTION: -77 air GEMINI GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PACE M11417 • MiTek RE: M11417 Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11417 Lot/Block: Model: GEMINI Address: UNKNOWN Subdivision: City: ST LUCIE COUNTY State: FL Q MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21715733 A 12/17/2020 2 T21715734 Al 12/17/2020 3 T21715735 A2 12/17/2020 4 T21715736 A3 12/17/2020 5 T21715737 A4 12/17/2020 6 T21715738 A5 12/17/2020 7 T21715739 B1 12/17/2020 8 T21715740 BHA 12/17/2020 9 T21715741 GRA 12/17/2020 10 T21715742 GRB 12/17/2020 11 T21715743 J2 12/17/2020 12 T21715744 J4 12/17/2020 13 T21715745 J6 12/17/2020 14 T21715746 J7 12/17/2020 15 T21715747 J8 12/17/2020 16 T21715748 KJ6 12/17/2020 17 T21715749 KJ7 12/17/2020 18 T21715750 KJ8 12/17/2020 19 T21715751 MV2 12/17/2020 20 T21715752 MV4 12/17/2020 This item has been electronically signed and sealed by Finn, Walter using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by G13 �i MiTek USA, Inc under my direct supervision ,,,��tt����►����� �� based on the parameters provided by Chambers Truss. ���P�'(ER . P Truss Design Engineer's Name: Finn, Walter ,�� , •�C,E N S; •.• /(i ��� `�► My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 No 22839 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 1 ' STATE OF : 1JJ given to MiTek. Any project specific information included is for MiTek �0,0•. ,p Q, customers file reference purpose only, and was not taken into account in the preparation of �i� �'•. O R O •.•' \ �� these designs. MiTek has not independently verified the applicability of the designparam�� tS • • •. • • • �� should eters verioathe cabiilgn of design any particular arameters building. and properlyBefore incorporate the ate these deuilding signs verify applicability 9 P P P Y p 9 into the overall building design per ANSI/TPI 1, Chapter 2. Walter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 December 17, 2020 nee. 1 of 1 Finn, Walter Job Truss Truss Type oty Ply T21715733 M11417 A COMMON 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:46 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-y?_Kum izkr?pjFcNZsX9BT15D17lfJNbCcd6_JyOwbN 1 8A-0 12-111 17-0-0 22-1-0 26-8-0 35-0-0 6-0- -0-0 8-4-0 4-7-0 4-7-0 14-7-0 8.4-0 3x6 = 4.00 12 45 = 17 " 15 " 14 " 12 2x3 11 5x6 WB = 3x8 = 5x6 WB = 2x3 11 3x8 = . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.30 14-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.66 14-15 >641 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.13 10 file n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.33 14-15 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-200(LC 10) Max Uplift 2=-750(LC 12), 10=750(LC 12) Max Grav 2=1424(LC 1), 10=1424(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/1886, 3-5=-2887/1557, 5-6=2886/1662, 6-7=2886/1662, 7-9=2887/1557, 9-10=-3481/1887 BOT CHORD 2-17=-1652/3261, 15-17=-1652/3261, 14-15=-900/2118, 12-14=-1666/3261. 10-12=-1666/3261 WEBS 6-15=-542/1018, 6-14=-542/1018, 5-15=-257/218, 7-14=256/218, 3-15=-677/529, 9-14=-677/529 Scale = 1:59.5 3x6 = PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% Structural wood sheathing directly applied or 3-1-5 oc purlins. Rigid ceiling directly applied or 5-4-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=750, 10=750. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33510 Date: October 28,2020 ®WARNING - Verity 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 IMF ff 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 ANSUTPll 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 T21715734 M11417 Al Roof Special ]-ply 10 1 • Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:48 2020 Page 1 ID:v3D WvfzbUX9lkXK7230?82yBP 1 f-uO64JSkDGSFxzzmlhGZdHugOQ6mD7AWufw6C3CyOwbL r1-0.0, 7-2-10 13-7-8 17-6-0 23-0-1 23-11-1,2 26-0-0 35-0-0 36.0-q �i•0-0� 7-2-10 6-4-14 3.10.8 5-6-1 0-11-1 2-0-4 9.0-0 �1 d 4.00 12 7x8 11 Scale=1:60.3 14 13 3x5 = 2x3 11 5x8 = 3x12 = 2.00 12 23-11-12 35-0-0 1 Ind d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.93 BC 0.95 WB 0.72 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) I/defl Lid -0.63 12-13 >663 360 -1.38 12-13 >305 240 0.36 10 n/a n/a 0.79 12 >532 240 PLATES MT20 MT18HS Weight: 158 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=200(LC 11) Max Uplift 2=825(LC 12), 10=825(1_C 12) Max Grav 2=1349(LC 1), 10=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3350/2178, 3-5=-2587/1749, 5-6=-2561/1865, 6-7=-5333/3538, 7-9=5302/3428, 9-10=-5660/3633 BOT CHORD 2-14=-1943/3145, 13-14=-1943/3145, 12-13=-1265/2202, 10-12=-3367/5389 WEBS 3-14=0/264, 3-13=-809/586, 5-13=-287/334, 7-12=-218/295, 6-13=-341/582, 6-12=-2134/3384, 9-12=-379/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 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. This item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sealed by Finn, Walter, PE 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies Of this 2=825, 10=825. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 A 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 ANSIMP/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 oty Ply T21715735 M11417 A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:49 2020 Page 1 ID:v3D WvfzbUX9lkXK7230?82yBP1 f-NagSXols1 mNOajLyE_4sp5NaTV5?sdB 1 uasmbeyOwbK 1- B-0-1 13-7-8 16-0-0 19-0-0 23-11-12 26-6-2 35-0-0 6-0. -0.0 B-0-1 5-7-7 2-4-8 3-0-0 4-11-12 2-6-6 8-5-14 -0.0 Scale = 1:62.3 4.00 12 5x6 = 45 = 14 2x3 11 5xs 2.00 3x5 = 3x12 zz 12 8-0-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.84 BC 0.98 WB 0.76 Matrix -MS DEFL. in (loc) Udefl L/d Vert(LL) -0.54 11 >773 360 Vert(CT) -1.02 11-20 >411 240 Horz(CT) 0.37 9 n/a n/a Wind(LL) 0.75 11 >563 240 PLATES MT20 MT18HS Weight: 160 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-825(LC 12), 9=825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/2334, 3-5=-2515/1852, 5-6=2524/1960, 6-7=2671/1989, 7-8=5244/3702, 8-9=-5661 /3953 BOT CHORD 2-14=-2107/3111, 13-14=-2107/3111, 12-13=-1473/2314, 11-12=3349/5022, 9-11=-3675/5387 WEBS 3-14=0/300, 3-13=-915/713, 5-12=-319/562, 6-12=-432/629, 7-11 =-1 234/1992, 7-12=-2790/1972, 8-11=-441/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 16-0-0, Exterior(2) 16-0-0 to 23-11-12, Interior(1) 23-11-12 to 36-0-0 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies Of this 2=825, 9=825. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ® 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 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 HT 11* 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 ANStTP11 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 T21715736 M11417 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:50 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-rmErkSm Uo3VFCsw8ohb5MJwnMvRGb4hA7EbJ75yOwbJ T1-0-Q 8-0-1 14-0-0 21-0-0 23-11-12 26-9-10 35-0-0 36-0-Q i-0-0� 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 -0.0 6 4no171-9- 13 5x6 = 5x6 = 4 22 23 5 Fve 2x3 11 5x6 = 3x5 = 2.00 12 3x12 Scale = 1:61.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2017/TPI2014 CSI. TC 0.71 BC 0.98 WB 0.74 Matrix -MS DEFL. in (loc) I/defl Lid Vert(LL) -0.52 10 >802 360 Vert(CT) -0.98 10-19 >427 240 Horz(CT) 0.35 8 file n/a Wind(LL) 0.72 10 >582 240 PLATES MT20 MT18HS Weight: 158 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=163(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) Max Grav 2=1349(LC 1), 8=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2392, 3-4=-2556/1961, 4-5=3161/2444, 5-6=3304/2503, 6-7=5214/3796, 7-8=-5695/4151 BOT CHORD 2-13=-2156/3079, 12-13=-2156/3079, 11-12=-1616/2410, 10-11=-3430/4982, 8-10=-3870/5422 WEBS 3-13=0/293, 3-12=818/630,4-11=-642/959,5-11=-418/724, 7-10=-500/457, 6-1 0=-1 272/1934, 6-11 =-2280/1653 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 14-0-0, Exterior(2) 14-0-0 to 18-11-6, Interior(1) 18-11-6 to 21-0-0, Exterior(2) 21-0-0 to 25-11-6, Interior(1) 25-11-6 to 36-0-0 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. This Item has been 6) ` 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 electronically signed and will fit between the bottom chord and any other members. sealed by Finn, Walter, PE 7) Bearing at joint(s) 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this 2=825, 8=825. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 28,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.*R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not qq• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Ri.�■` 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 R� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2171 T5737 M11417 A4 HIP 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:51 2020 Page 1 ID:v3D WvfzbUX9lkXK7230?82yBP1 f-JzoDyUm6ZNd6gOVKMP6KuWS3EJwwKWbKMuLtgXyOwbl r1-0-Q 6-4-14 12-0-0 17-6-0 23-0-0 24-8-0 29-5-2 35-0-0 36-0-Q 1-0-0 6-4-14 5-7-2 5-6-0 5-6-0 1-8-0 4-9-2 5-6-14 1-0-0 N 6 d 4x8 = 4.00 F12 2x3 11 255 26 4x8 = 4x4 Scale = 1:60.3 3x4 = 2x3 II 5x6 = 3x10 = 5x6 = 6x8 = 2x3 11 3x4 17.6-0 23-0-0 , 24-8-0 , 29-5-2 35-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 16-19 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 16-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.11 16-19 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 2=141(LC 11) Max Uplift 2=-522(LC 12). 12=1237(LC 12), 9=314(LC 12) Max Grav 2=863(LC 21), 12=1696(LC 1), 9=217(LC 22) PLATES GRIP MT20 244/190 Weight: 176 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/1324, 3-4=-1221/871, 4-5=748/560, 5-6=-748/560, 6-7=-273/334, 7-8=-732/888, 8-9=0/550 BOT CHORD 2-16=-1164/1824, 15-16=-1164/1824, 14-15=-588/1120, 13-14=-311/543, 12-13=-808/916, 11-12=473/0, 9-11=-473/0 WEBS 3-15=-754/617, 4-15=-189/406, 4-14=470/409, 5-14=-345/388, 6-14=-994/1233, 6-13=-981/877, 7-13=-862/1150, 7-12=1387/1093, 8-12=638/1097, 8-11=377/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 12-0-0, Exterior(2) 12-0-0 to 16-11-6, Interior(1) 16-11-6 to 23-0-0, Exterior(2) 23-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-0-0 zone; porch 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=522,12=1237,9=314. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. *l• 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 gal' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH 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 T21715736 M11417 A5 HIP 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:52 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-n9Lb9gnkKhlzRA4Ww6dZRk?BnjG53?OTaY4QCzyOwbH T1-0-q 6-7-15 10-0-0 17 6-0 25-0-0 28�-1 35-0-0 36-0-Q -0-0 6-7-15 3-4-1 7.6-0 7-6-06-7-15 Scale = 1:60.4 4x8 = 4.00 12 4 23 24 25 3x4 = 4x5 = 26 27 28 6 n m 6 14 13 12 11 10 4x4 = 3x4 = 3x6 = 3x4 = 3x6 = 6x8 = 3x8 = 35-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.50 10-20 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.38 14-17 >794 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 4-11-6 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 REACTIONS. (size) 2=0-8-0, 8=0-8-0, 10=0-8-0 Max Horz 2=-119(LC 10) Max Uplift 2=-536(LC 12), 8=-327(LC 12), 10=-1203(LC 12) Max Grav 2=872(LC 21), 8=197(LC 22), 10=1685(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1840/1404, 3-4=-1496/1109, 4-5=-986/731, 5-6=-465/760, 6-7=-502/799, 7-8=-124/612 BOT CHORD 2-14=-1231/1722, 12-14=-839/1400, 10-12=-469/986, 8-10=-558/207 WEBS 3-14=-420/469, 4-14=-227/477, 5-12=28/407, 5-1 0=-1 85211316, 6-10=-480/399, 7-10=-418/702, 4-12=-484/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 10-0-0, Exterior(2) 10-0-0 to ' 14-11-6, Interior(1) 14-11-6 to 25-0-0, Exterior(2) 25-0-0 to 29-11-6, Interior(1) 29-11-6 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Provide adequate drainage to prevent water ponding. This item has been 5) Gable studs spaced at 2-0-0 Do. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this 2=536,8=327,10=1203. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 9934 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ® 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 parameters shown, and is for an individual building component, not ISO a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21715739 M11417 B1 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:53 2020 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1f-FLvzMAoMS_tg3KfjTg90 xYPw7c0ob8dpBgzkPyOwbG 1-0-0 7-0-0 14-0-0 1-0-0 7-0-0 7-0-0 Scale = 1:24.3 46 = 2x3 11 3x4 = 7-0-0 14-0-0 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-2-0,Edge] [4:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 5-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Verl(CT) -0.14 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.10 5-8 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=71(LC 11) Max Uplift 4=-295(LC 12), 2=-380(LC 12) Max Grav 4=516(LC 1), 2=574(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-979/751, 3-4=979/768 BOT CHORD 2-5=-621/894, 4-5=621/894 WEBS 3-5=-60/319 3x4 = PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-0-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (]t=lb) 4=295, 2=380. Ia This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A 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 r 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 ANSVTFII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T21715740 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:55 2020 Page 1 ID:v3D WvfzbUX9ikXK7230?82yBP 1 f-Bkl knrpcdc8Yleo5bFBG3Mdbrw9rGR_vGVJ4ply0wbE 7-0-0 15-6-0 19-10-10 25-10-2 30-0-3 4-11-13 516.15 9-6-0 11-8-0 136-0 151-6 17.6-0 19-6-0 21-6-0 236-0 25-6-0 29-0-0 2&5-1 350-0 as-o-a 4-11-13 d-7-'2 1-51 2-6-0 2-0.0 2-0.0 1-7.6 2-0-0 2-0.0 0- 0 2-0.0 2-0.0 0.4-2 2.1-14 1-5.1 •7- 4-11-13 1-0.0 0-4.10 1-7-6 Scale = 1:61.3 4.00 F12 35 "" '' "" 33 — " — 32 — — 30 4x10 = 3x4 = 5x8 MT18HS = 4x10 = 14 17 9 � N IA d 5x8 MT18HS = 3x4 = 4x8 )-10-10 24-7-13 28-0-0 .29-5-1 , 35-0-0 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.92 BC 0.95 WB 0.35 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.44 33-34 >946 360 -0.86 33-34 >488 240 0.21 28 n/a n/a 0.76 33-34 >554 240 PLATES MT20 MT18HS Weight: 211 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except* TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. 4-16: 2x4 SP M 31 Except: BOT CHORD 2x4 SP M 30 *Except* 3 Rows at 1/4 pts 4-18 31-34: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-8-5 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 18, 21, 23, 12, 9, 7, 5 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 28=0-8-0 Max Horz 2=200(LC 7) Max Uplift 2=-1525(LC 8), 28=-1089(LC 8) Max Gram 2=2124(LC 1). 28=1742(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2293/1310, 5-7=-2238/1318, 7-9=-2227/1345, 9-12=2190/1355, 12-14=-2140/1372, 14-17=-2159/1395, 17-20=-2202/1365, 20-22=-2220/1336, 22-24=2235/1315, 24-26=-2289/1305, 2-3=-5796/4106, 3-4=-5873/4222, 26-27=-4640/2828, 27-28=-4618/2779, 4-6=-3221/2346, 6-8=-3221/2346, 8-10=-3221/2346, 10-11=-3221/2346, 11-13=-2657/1875, 13-15=-2657/1875, 15-18=-2657/1875, 18-19=-2657/1875, 19-21=-2577/1714, 21-23=2577/1714, 23-25=2577/1714, 25-26=-2577/1714 BOT CHORD 2-35=-3795/5457, 34-35=-3889/5629, 33-34=-2877/4745, 32-33=-2877/4745, 31-32=-2877/4745, 30-31=-2613/4497, 28-30=-2539/4351 WEBS 4-35=-543/500, 14-15=-565/864, 3-35=244/352, 4-34=475/669, 11-33=-41/296, 11-34=-733/932, 26-31=-370/380, 19-32=-234/494, 19-31=-386/597 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; cat. sealed by Finn, Walter, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Provide adequate drainage to prevent water ponding. Printed copies of this 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x3 MT20 unless otherwise indicated. document are not Considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. On any electronic copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1525, 28=1089. Walter P. Finn PE No.22639 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 28,2020 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 vedfy the applicability of design parameters and properly incorporate this design into the overall r ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f quality Criteria, DSB-89 and 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 T21715740 M11417 BHA Common Girder 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.420 s Oct 9 2020 MITek Industries, Inc. Wed Oct 28 U9:28:bb ZUZU Page Z ID:v3DVWfzbUx9lkXK7230?82yBP 1 f-Bkl knrpcdcBYleo5bFBG3Mdbrw9rGR_vGVJ4plyOwbE NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 20-11-4 on top chord, and 551 lb down and 781 lb up at 7-0-0, 80 lb down and 29 lb up at 8-0-12, 80 lb down and 29 lb up at 10-0-12, 80 lb down and 29 lb up at 12-0-12, 80 lb down and 29 lb up at 14-0-12, 80 lb down and 29 lb up at 16-0-12, 80 lb down and 29 lb up at 18-0-12, and 80 lb down and 29 lb up at 18-11-4, and 80 Ib down and 29 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-14=-54, 14-26=-54, 36-39=-20, 1-4=-54, 26-29=-54 Concentrated Loads (lb) Vert:34=-63(F) 35=551(F) 42=-116(F) 43=-63(F) 44=-63(F) 45=-63(F) 46=-63(F) 47=-63(F) 48=-63(F) 49=-63(F) -.... -.._.... ......... _..- ........... ..--......... -------. A 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 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 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 Qty Ply T21715741 M11417 GRA HIP GIRDER 1 1 Job Reference (optional) i.nanwars r iusa, inc., run rieice, rL o.4zu s uci a zuzu Ivii I eK Industries, Inc. vvea uct zn U9:zu:ot zuzu rage 1 ID:v3D WvfzbUX9lkXK7230?82yBP 1 f-879UCXrtBDOFYxyUifDk8nizvkrskBZCkpoBtByOwbC r1-0.q 4-4-14 8-0-0 10-4-0 15-1-4 19-10-9 22-3-0 24-8-0 27-0-0 30-7-2 35-0-0 36-0-Q 1-0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9-4 2-4-7 2-5-0 2-4-0 3-7-2 4-4-14 1-0-0 5x8 MT18HS = 4.00 12 2x3 II 410 = 34 = 48 = 2x3 II 4 5 30 31 32 6 33 347 35 8 36 37 38 9 5x8 MT18HS 10 Scale = 1:60.3 23 22 21 20 39 19 40 41 42 18 43 17 16 15 14 4x8 — 2x3 I I 3x6 11 5x6 WB — 2x3 11 4x5 3x6 = 6x12 = 3x6 II 2x3 11 3x4 — 3x10 = 19-10-9 20-&0 24-8-0 , 27-0-0 , 30-7-2 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrPI2014 CSI. TC 0.75 BC 0.91 WB 0.99 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.41 22-23 >720 240 Vert(CT) -0.46 22-23 >646 240 Horz(CT) 0.10 16 n/a n/a PLATES MT20 MT18HS Weight: 171 lb GRIP 2441190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 6-18 5-21,9-16: 2x6 SP No.2 2 Rows at 1/3 pts 8-16 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Horz 2=98(LC 24) Max Uplift 2=-1300(LC 8), 16=-3650(LC 8), 12=610(LC 25) Max Grav 2=1691(LC 17), 16=4636(LC 1), 12=330(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4309/3302, 3-4=-4275/3355, 4-5=4205/3209, 5-6=-4205/3209, 6-8=1028/644, 8-9=-2252/3099, 9-10=-2252/3099, 10-11=-97211879, 11-12=-1001/1859 BOT CHORD 2-23=-3042/4052, 22-23=-3042/4052, 21-22=-3087/4099, 19-21=2304/3489, 18-19=-2304/3489, 16-18=-463/1028, 15-16=-1721/978, 14-15=-1760/1033, 12-14=-1760/1033 WEBS 4-22=-836/859, 4-21=-254/393, 5-21=448/397, 6-21=-832/831, 6-19=-31/490, 8-16=4712/3326,10-16=-2319/2227,10-15=-1019/859,9-16=-509/404,8-18=-1052/1693, 6-18=-2832/2116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 100 lb uplift at joint(s) except (jt=lb) 2=1300, 16=3650, 12=610. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 265 lb up at 8-0-0, 136 lb down and 192 lb up at 10-0-12, 136 lb down and 192 lb up at 12-0-12, 136 lb down and 192 lb up at 14-0-12, 136 lb down and 192 lb up at 16-0-12, 136 lb down and 192 lb up at 17-6-0, 136 lb down and 192 lb up at 18-11-4, 136 lb down and 192 lb up at 20-11-4, 136 lb down and 192 lb up at 22-11-4, and 136 lb down and 192 lb up at 24-11-4, and 196 lb down and 265 lb up at 27-0-0 on top chord, and 622 lb down and 762 lb up at 8-0-0, 103 lb down and 33 lb up at 10-0-12. 103 lb down and 33 lb up at 12-0-12, 103 lb down and 33 lb up at 14-0-12, 103 lb down and 33 lb up at 16-0-12, 103 lb down and 33 lb up at 17-6-0, 103 lb down and 33 lb up at 18-11-4, 103 lb down and 33 lb up at 20-11-4, and 103 lb down and 33 lb up at 22-11-4, and 622 lb down and 673 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. (%dIIrtbed P5E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A 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,arection and bracing of trusses and truss systems, see ANSYTP11 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 T21715741 M11417 GRA HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:57 2020 Page 2 ID:v3DWvfzbUx9lkXK7230?82yBP 1 f-879UCXrt8DOFYxyUifDk8nizvkrskBZCkpoBtByOwbC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=54, 10-13=-54, 24-27=-20 Concentrated Loads (lb) Vert: 4=-136(B) 10=136(B) 20=-80(B) 22=-622(B) 21=80(13) 5=136(B) 15=-622(B) 17=-80(B) 9=136(1]3) 31=136(13) 32=-136(B) 33=136(B) 34=136(B) 35=-136(B) 36=136(B) 37=136(B) 39=-80(B) 40=-80(B) 41=-80(13) 42=-80(B) 43=-80(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Ma a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall IMF 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 ANS11TPH 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 T21715742 M11417 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:58 2020 Page 1 ID:v3D WvfzbUx9lkXK7230782yBP 1 fcJjsQtsVvXW695XgGNkzh7FD08HuTrQMzTXkPdyOwbB -1-0-0 3-4-14 6-0-0 8-0-0 10-7-2 14-0-0 15-0-0 1-0-0 3-4-14 2-7-2 2-0-0 2-7-2 3-4-14 1-0-0 Scale = 1:26.1 5x6 = 5x6 = 2x3 11 2x3 11 3x4 = 3x4 = IA 1 V A N ' 34-14 12-7-2 12-0-0 12-7-2 134-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.15 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 8-11 >983 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017TrP12014 Matrix -MS Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Hors 2=-61(LC 23) Max Uplift 2=934(LC 8), 5=925(LC 8) Max Grav 2=1001(LC 1), 5=994(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2313/2258, 3-4=-2193/2214, 4-5=2314/2259 BOT CHORD 2-8=-2038/2162, 7-8=-2071/2193, 5-7=2040/2163 WEBS 3-8=463/480, 4-7=-426/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; 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 100 lb uplift at joint(s) except Qt=lb) 2=934, 5=925. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 167 lb up at 6-0-0, and 139 lb down and 267 lb up at 8-0-0 on top chord, and 368 lb down and 527 lb up at 6-0-0, and 306 lb down and 434 lb up at 7-11-4 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, 9-12=-20 Concentrated Loads (lb) Vert: 3=-86(8) 4=-92(B) 8=368(13) 7=306(B) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 A� 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T21715743 M11417 J2 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FIL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f•4VGEdDt7ggeznF6tg4FCDCoSNXjuCKWVB7Hly3yOwbA 1-0-0 2-0-0 0 3x4 = Scale = 1:7.8 200 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical Max Harz 2=67(LC 12) Max Uplift 2=-177(LC 12), 4=33(LC 9), 3=-39(LC 12) Max Grav 2=141(LC 1). 4=31(LC 3), 3=38(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; 1_=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=177. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the m A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Critede, 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 T21715744 M11417 J4 JACK -OPEN 10 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP 1 f-4VGEdDt7ggeznF6tg4FC DCoLhXbOCKWV B7H Iy3yOwbA 1-0-0 4-M 1-0.0 4-0-0 Scale = 1:11.1 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP rCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.06 4-7 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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=104(LC 12) Max Uplift 3=-95(LC 12), 2=242(1_C 12), 4=-72(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=242. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ® 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 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 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 2DB01 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715745 M11417 J6 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x5 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:00 2020 Page 1 ID:v3D WvfZbUX9lkXK7230?82yBP1 f-YigdrZtlRBmgPPh3OonRmQKYVxzgxmmfQnOrUVyOwb9 6-0-0 Scale = 1:1f 4.3 Id I N N c6 N 6-0-0 6-0-0 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.47 Vert(LL) 0.23 4-7 >314 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 4-7 >724 240 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: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 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=142(LC 12) Max Uplift 3=-149(LC 12). 2=315(LC 12). 4=-112(LC 12) Max Grav 3=140(LC 1), 2=278(LC 1), 4=106(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) except Qt=lb) 3=149, 2=315, 4=112. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ® 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715746 M11417 J7 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1 ID:v3DVWfzbUX9lkXK7230?82yBP 1 f-0uO?2vuNCSuhOZGFxVlgldtjLLBbgD?ofRm00yyOwb8 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.21 4-7 >388 240 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 Wind(LL) 0.18 4-7 >469 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-156(LC 12), 2=21O(LC 12), 4=-9(LC 12) Max Grav 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=156, 2=210. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ®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 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 MiTek* i iTek` building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715747 M11417 J8 Jack -Open 11 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-OuO?2vuNCSuhOZGFxVlgldlhcLKJgD?ofRm OOyyOwb8 -1-0-0 8-0-0 1-0-0 B-0-0 3x5 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 4-7 >656 360 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.32 4-7 >300 240 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 -MP Wind(LL) 0.24 4-7 >394 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-13-0, 4=Mechanical Max Horz 2=180(LC 12) Max Uplift 3=-176(LC 12), 2=228(LC 12), 4=-13(LC 12) Max Grav 3=190(LC 1). 2=351(LC 1), 4=143(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=176, 2=228. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ®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 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 ANS117'P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715748 M11417 KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:02 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP 1 f-U4yNFFv?zlOYeirRVDpvrrQwalgOPdjxt5VyYOyOwb7 -1-5-0 4-7-8 8-5-1 1-5-0 4-7.8 3-9-9 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) 0.23 6-9 >439 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 6-9 >453 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Hors 2=141(LC 8) Max Uplift 4=-82(LC 8). 2=-400(LC 8), 6=-275(LC 8) Max Grav 4=79(LC 1), 2=419(LC 1), 6=279(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/606 BOT CHORD 2-6=-683/660 WEBS 3-6=-686/710 Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 8-0-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=400, 6=275. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 Ib up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, and 51 lb down and 112 lb up at 5-8-15, and 51 lb down and 112 lb up at 5-8-15 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, and 21 lb down and 85 Ib up at 5-8-15, and 21 lb down and 85 lb up at 5-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-25(F=-13, B=-13) 12=-11(F=-6, B=-6) 13=-43(F=-21, B=-21) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715749 M11417 KJ7 Diagonal Hip Girder 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:03 2020 Page 1 ID:v3D WvfzbUX9ikXK7230?82yBP 1 f-yH WlTbwek38PGsQe3wK902y6K9OS8OG561FV5gyOwb6 -1-5-0 5-3-15 9-10-1 1-51 5-3-15 4-6-1 Scale = 1:21.2 w I N 3x4 = zxs 11 5 5-3-15 14-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.12 6-7 >973 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) -0.02 5 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=160(LC 8) Max Uplift 4=-215(LC 5), 2=504(1_C 8), 5=-508(LC 8) Max Grav 4=192(LC 1), 2=509(LC 1), 5=415(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-112211155 BOT CHORD 2-7=-1214/1080, 6-7=-1214/1080 WEBS 3-7=-285/298, 3-6=-1129/1270 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; 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 100 lb uplift at joint(s) except Qt=lb) 4=215, 2=504, 5=508. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 76 lb down and 169 lb up at 8-6-14, and 76 lb down and 169 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, 21 lb down and 85 lb up at 5-8-15, 21 lb down and 85 lb up at 5-8-15, and 53 lb down and 131 lb up at 8-6-14, and 53 lb down and 131 lb up at 8-6-14 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: 12=-25(F=-13. 6=-13) 13=-138(F=-69, B=-69) 14=11(F=-6, B=-6) 15=-43(F=-21, B=-21) 16=-98(F=-49, B=-49) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Oates. October 28,2020 ®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 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 ANSUiP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21715750 M11417 KJ8 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) L.namDers I russ, Inc., ron vierce, rL 8,420 s Oct 9 2020 MITek Industries, Inc. Wed Oct 28 09:27:04 2020 Page 1 ID:v3D WvfzbUx9lkXK7230782yBP1 f-RT47gwwGVNGGtO_gderOwGVFGYLItU5ELP_3dHyOwb5 -1-5-0 6-0-7 7-8-2 11-3-0 1-5-0 6-0-7 1-7-11 f 3.6-14 Scale = 1:21.0 [xs II 3x4 = 8x8 = 5 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 M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=179(LC 8) Max Uplift 4=-49(LC 8), 2=-683(LC 8), 6=-700(LC 8) Max Grav 4=51(LC 1), 2=585(LC 1), 6=570(LC 1) 7-8-2 11-3-0 CSI. DEFL. in (loc) I/deft Ud TC 0.42 Vert(LL) 0.27 7-10 >492 240 BC 0.42 Vert(CT) -0.19 7-10 >691 240 WB 0.43 Horz(CT) -0.02 6 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1098/1195 BOT CHORD 2-7=-1264/1045, 6-7=-1264/1045 WEBS 3-6=-1185/1434, 3-7=-422/384 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-10 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 4 except (jt=lb) 2=683, 6=700. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 77 lb down and 171 lb up at 8-6-14, and 77 lb down and 171 lb up at 8-6-14 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lb down and 27 lb up at 5-8-15, and 49 lb down and 73 lb up at 8-6-14 , and 49 lb down and 73 lb up at 8-6-14 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: 12=-25(F=-13, B=-13) 13=-127(F=-63, B=-63) 14=11(F=-6, B=-6) 15=-43(F=-21, B=-21) 16=-94(F=-47, B=-47) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 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 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 ITS I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldoif, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply ]MV2 T21715751 M11417 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:05 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP1 f-vfeWuGxuGgO7VAZOALMdTT2Wwynicl?Oa3kc9jyOwb4 2-0-0 2-0-0 3X4 4.00 12 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) . n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=21(LC 12) Max Uplift 1=-20(LC 12), 2=30(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; 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) Gable requires continuous bottom chord bearing. 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) 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 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ®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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 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 T21715752 M11417 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:06 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1f-NrCu5cyW1 W 7KBDk2us?hacWM5dLUFXojT9h9yOwb3 Scale = 1:9.4 3x4 i::� I 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/-rP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=56(LC 12) Max Uplift 1=-54(LC 12), 3=72(LC 12) Max Grav 1=109(LC 1),3=109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; 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) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ®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 verily the applicability of design parameters and property Incorporate this design into the overall A� �iTek•• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl1 quality Crlterla, 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 PLATE LOCATION AND ORIENTATION 314 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. O'116 11 - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate . 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering Notes ; 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS 47b 4 U O 0- 01 C7-8 C6-7 c6-6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved !All 0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property 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 ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.