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HomeMy WebLinkAboutTruss=LIFE S I ETY WARNING This symbol identifies i e Safety Warnings that should be read and gi Is i special attention to all persons in t Illing trusses. SPACIw NOTE All trusses are �o be set 2'-0" on center exc t as noted. MULTIPLE PLY TRUSS MUST BE FASTENED TOGETHER PER E GINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT RUSSES WITH SPANS, NGER THAN 30' BY THE PEAK. CONSULT, BCSI 30' Sp n or less 60 degrees orless Tag line t'— 12 span ----* Toline t"'� ( pro. 2/3to 00 Ilpprox. 112 Y Span. REFER TO BCSI REFER TO BCSI Truss must be set this way f crane is used. Truss must be set this way a 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. All load bearing' ' alls, headers, beams, & lintels �ust be in place at indicated height before trusses � are in ailed. • • AIR HAN .LER NOTE Unless noted elsewhere on thiS1 layout, these trusses are not designed for air handlers in �he 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. ! WA N/NGI 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. The builder and erector should consult witlIan 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. , II SEAT PLATES BY j HAMBERS TRUSS i REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR,14�2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FAS O R P I FINER FOR IIED TRUSS FASTENER FOR CARRYING TRUSS , 9 I i *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" jr 3 1 /2" egend H LOAD BEARING AT 8'-01, INDICATES VOLUME CEILING Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. .T- 9 HIP CPARiER Loc*1[c ilS DIMrf'soNED ON uvotlT V 1 cARERNDEAI-N. 0NENoREEED TO SENGINE Fi Uu� ' Ago N'0C reRu CORNERJACnS ONLY 4d" 1-t116 CORNER DETAIL ovERgAaGS Nor Slow. FOR OLTiIv PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: VAULT .la.11l X3-15 2 842b9*� 1-0o00 PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'-0" 4 r END DETAIL: TYPICAL 3-15 _ 1 1-00-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in shict 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' 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 InNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002M 12, Warranty is per Chambers Truss Warranty attached. DATED_ SIGNED A spreader bar may be required per "BCSI" to prevent injury & damage. b Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 4 Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set 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 10 IN ge�%P� can ern venue Fort Pierce, Florida 34982.6423 800-551.5932 Fort Pierce 772-465-2012 Fax 772-465.8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM The Architect's or Architect's representatives __-- shop drawing approval is NOT "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respective loications, Apprcvcc ?,: Mill VERSION 74.1.437 LOADINGOESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 16a4.6 t County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 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 II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 c R.D.L.=Restraining Dead Load C.B =Continuous Br�i�VIEYY,rll EL.iy _ _- Verify DESIGN CRITERIA shown above with.�1� ,ODE COMPI building department and your engineer. r • LUCIE C Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11417 SCALE: 1 /4" = V-011 84 total trusses, 20 unique designs Designer: RLC Reviewed by: RLC �'� /3 Date: 12/07/17 REVISED 10/27/20 FOR WYNNE DEVELOPMENT F ✓� DESCRIPTION: off/ t�`olaa� GEMINI GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11417 MiTek' 2,� RE: M11417 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11417 Lot/Block: ! Model: GEMINI Address: UNKNOWN j Subdivision: City: ST LUCIE COUNTY State: FL 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers ulCO- No. Seal# Truss Name Date 1 T21715733 A 11/11/2020 RLE 2 T21715734 Al 11/11/2020 3 T21715735 A2 11/11/2020 4 T2171573 A3 11/11/2020 g pJEWF—D F®f, 5 T21715737 A4 11/11/2020 `/ l/11 COMP 7 T21715739 B1 11/11/2020 CODF. .IANCF- 8 T21715740 BHA 11/11/2020 y�.UCIE COUNTY 9 T217157411 GRA 11/11/2020 ST. 10 T21715742 GRB 11/11/2020 11 T21715743 J2 11/11/2020 12 T21715744 J4 11/11/2020 13 T21715745 J6 11/11/2020 14 T21715746 J7 11/11/2020 15 T21715747 J8 11/11/2020 16 T21715748 KJ6 11/11/2020 17 T21715749 KJ7 11/11/2020 18 T21715750 KJ8 11/11/2020 19 T21715751 MV2 11/11/2020 20 T21715752 MV4 11/11/2020 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 MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. ,%� �JeR P Truss Design Engineers Name: Finn, Walter �� P •'••••••• 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 given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. * 0:• STATE OF 11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 November 11, 2020 1 of 1 Finn, Walter �;aJ Job Truss Truss Types Oty Ply T21715733 M11417 A COMMON 9 1 Job Reference (optional) w jmuers cuss, Inc., ran rierce, rL 11-0-01 8-4-0 24 3x6 = 3x6 3x4 % 4 3 17 2x3 11 12-11-0 4-7-0 14.00 12 4x5 = 6 2x3 11 25 26 5 tf.4ZU s UCt 9 ZUZU MI I eK Industries, Inc. Wed UCt Z6 U9:25:46 2U2U Hage 1 I D:v3DWvfzbUx9lkXK7230?82yBP1f-y?_Kumizkr?pjFcNZsX9BTl6D17lfJNbCcd6_JyOwbN 22-1-0 26-8-0 ' 35-0-0 16-01 4-7-0 4-7-0 8-4-0 -0-C 27 8 2x3 11 �27 16 15 30 31 14 13 WB = 5x6 WB = 3x8 = 3x8 = 3x6 8 3x4 9 12 2x3 11 29 Scale = 1:59.5 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.30 14-15 >999 360 MT20 244/190 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 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 14-15 >999 240 Weight: 169lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. 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(1_C 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 lesi 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, 1 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 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, 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) 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. This item has been 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=750,10=750. using DI nature. 9 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 MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building P designer must verify the applicability of design parameters and properly incorporate this design into the overall v Y 9 9 fY PP � A buildin design. Bracingindicated is to prevent bucklingof individual truss web andfor chord members only. Additional temporary and permanent bracing 1FfliTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and 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 dob Truss Truss Type Qty Ply T21715734 M11417 Al Roof Special 10 ]Job Reference (optional) �1 0 7-2-1 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 FBC2017fTP12014 CSI. TC 0.93 BC 0.95 WB 0.72 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wlnd(LL) in (loc) I/dell Ud -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 2441190 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(LC 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 desir 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live I 5) ' This truss has been designed for a live load of 20.Opsf on the will fit between the bottom chord and any other members, with 6) Bearing at joint(s) 10 considers parallel to grain value using AN capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing 1 2=825, 10=825. TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 3r(2) -1-0-0 to 2-6-0, 1ntedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to rces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip nonconcurrent with any other live loads. om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide )L = 10.Opsf. 'PI 1 angle to grain formula. Building designer should verify capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) :60.3 �1c6 0 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 6834 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. 6/19/2020 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 q a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall nii��•��` building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/7 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 l Py T21715735 M11417 A2 Hip 1 1 Job Reference (optional) 1-0-0 8-0-1 -O-O 8-0-1 3x4 5x6 WB 34 21 1 2 6 14 3x5 = 2x3 o.yze s — = zeta con i uK muusmes, inc. vvea ucc za uy:zb:4e zuzu rage i ID:v3DWvfzbUx9lkXK7230?82yBP1f-NagSXolsl mNOajLyE_4sp5NaTV5?sdB1uasmbeyOwbK 16-0-0 19-0-0 23-11-12 26-6-2 35-0-0 6-0- 2�-8 3-0-0 4-11-12 2-6-6 8-5 14 0-0 Scale = 1:62.3 4.00 12 5x6 = 4x5 = 5 6 5x6 22 7 5x6 8 N f` N 23 11 12 7x8 MT18HS = 9 10 n Im 13 3x12 5x6 = 2.00 12 3x12 3-7-8 , 16-0-0 19-0-0 1 23-11-12 29-0-0 as-n-n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.54 11 >773 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.02 11-20 >411 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.75 11 >563 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 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 micipt 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 desig 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext( 23-11-12, Interior(1) 23-11-12 to 36-0-0 zone;C-C for members 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 k 6) . This truss has been designed for a live load of 20.Opsf on the will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANS capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing p 2=825, 9=825. TCDL=4.2psf; BCDL=3.Opsf,, h=12ft; B=45ft; L=35ft; eave=5ft; Cat. x(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 16-0-0, Exterior(2) 16-0-0 to id forces & MWFRS for reactions shown; Lumber DOL=1.60 plate nonconcurrent with any other live loads. tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 111 angle to grain formula. Building designer should verify capable of withstanding 100 lb uplift at joint(s) except at --lb) 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 8634 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 Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onl� 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 q�+ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highwiay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply T21715736 M11 moll', 417 A3 Hip 1 1 Job Reference (optional) �r�amoers i cuss, inc., fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:50 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-rmErk8mUo3VFCsw8ohb5MJwnMvRGb4hA7EbJ75yOwbJ 1-0-0 8-0-1 14-0-0 21-0-0 23-11-12 26-9-10 35.0.0 6-0 -0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 -0-0 a nn 5x6 = 5x6 = 4 22 23 5 �- Scale = 1:61.3 '13 _ 3x5 = 2x3 II 5x6 = 3x12 = 2.00 12 8-0-1 1 13-7-8 i 1 21-0-0 , 23-11-12 29-0-0 1 35-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.52 10 >802 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.72 10 >582 240 Weight: 158lb 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=-418f/24, 7-10=-500/457, 6-10=-127211934, 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, Extedor(2) 14-0-0 to 18-11-6, Interior(1) 18-11-6 to 21-0-0, Exterior(2) 21-0-0 to 25-11-61 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 DOLL1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=825,8=825. I 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 MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall�a 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 ANSM11 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 cityPIy T21715737 M11417 A4 HIP I 1 TJob Reference (optional) 5-7-2 s uct a LULU MI I eK mausmes, Inc. vvea UCt Z6 UbI:Zb:01 ZUZU rage 1 1-8-0 ' 4-9-2 Scale = 1:60.3 4x8 = 2x3 II 4x8 = 4x4 4.00 12 14 255 26 6 7 3x4 = 24 II 5x6 = it 3x10 = 5x6 = 6x8 = 24 II 3x4 = 6 4-14 12-0-0 i I I 17- -O 23-0-0 24&-0 29-5 2 -O 6-4-14 5-7-2 5-6-0 r3 5.6.0 1-8-0 4-9-_2 5-6-14 Plate Offsets (X,Y)— 14:0-5-4,0-2-01,[6:0-5-8,0-2-01[12:0-3-8 0-3-01,[13:0-3-0 0-3-01r15:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 16-19 >999 360 MT20 244/190 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 FBC2017ITP12014 Matrix -MS Wind(LL) 0.11 16-19 >999 240 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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(L'C 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-191411324, 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; 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 12-0-0, Exterior(2) 12-0-0 to 16-11-6, Interior(1) 16-11-6 to 23-0-0, Extedor(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 This item has been will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) sealed by Finn, Walter, PE 2=522, 12=1237, 9=314, 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 Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Mi'r®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply JA5 T21715738 M11417 HIP ` 1 1 Job Reference (option; 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:v3DWvfzbUx9lkXK7230?82yBP1 f-n9Lb9gnkKhlzRA4Ww6dZRk?BnJG53?OTaY4QCzyOwbH 1-0-0 6-7-15 10-0-0 17-6-0 25-0-0 28.4-1 35-0-0 6-0- 0-0 6-7-15 3-4-1 7-6-0 7-6-0 3 4-1 6-7-15 -0-0 Scale = 1:60.4 O 4x4 = 3x4 = 3x6 = 3x4 = 3x6 = 6x6 = 3x6 = 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 FBC2017fTP12014 CS1. TC 0.46 BC 0.38 WB 0.67 Matrix -MS DEFL, in (loc) I/deft L/d Vert(LL) 0.50 10-20 >245 240 Vert(CT) -0.38 14-17 >794 240 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood 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=-12b3(LC 12) Max Grav 2=872(LC 21), 8=197(LC 22), 10=1685(LC 1) FORCES. (Ib) -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, 5-10=-185211316, 6-10=-480/399, 7-10=-418/702, 4-12=-484/405 , NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph1; 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 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 ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. This item has been 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 atjoint(s) except Qt=lb) 2=536, 8=327,10=1203. 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 Cent 6634 6904 Parke East Blvd. Tampa FL 33610 1 Date: October 28,2020 --- AWARNING - 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 t building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek♦ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply �Truss T21715739 FJobeference M11417 1 Common 4 1 (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:v3DWvfzbUx9lkXK7230782yBP1f-FLvzMAoM5_tg3KfjTg90 xYPw7cOobBdpBgzkPyOwbG 1 -1-0-0 , 7-0-0 14-0-0 1-0-0 7-0-0 7-0-0 Scale = 1:24.3 20 3x4 = 3x4 = w I6 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 FBC2017ITP12014 CSI. TC 0.30 BC 0.33 WB 0.12 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.08 5-8 >999 360 Vert(CT) -0.14 5-8 >999 240 Horz(CT) 0.01 4 n/a n/a Wind(LL) 0.10 5-8 >999 240 PLATES GRIP MT20 244/190 Weight: 48 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 8-8-0 oc bracing. 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128rr TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. 11; 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 atjoint(s) except at=lb) 4=295, 2=380. 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 bet 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss I Truss Type Qty Ply T21715740 M11417 BHA • Common Girder 1 1 I Job Reference (optional) L,namoers I cuss, Inc., t-on Pierce, t-t- 8.42U s Oct 9 2U20 MI Tek Industnes, Inc. Wed Oct 28 09:26:55 2020 Page 1 ID:v3DWvfzbUx91kXK7230?82yBP1 f-Bkl knrpcdc8Yleo5bFBG3Mdbnv9rGR_vGVJ4plyOwbE 7-0-0 iS6-0 19-10-10 25-10-2 30-0-3 1-0-0 4-11-13 -15 9-6-0 11-6-0 13-6-0 151-0 17-6-0 19-6-0 21-6-0 23-6-0 256-0 21i-0-0 29-St 35-0 o SO-0 -0-0 411-13 0-7- 1-51 2.6-0 2-0-0 2-0-0 1-7-6 2-0-0 2-0-0 0 2-0-0 2-0-0 0-4- 2-1-14 1-51 0-7- 4-11-13 -0-0 0-0.10 1-7-6 Scale =1:61.3 �I 4x10 = 4.00 12 4x10 = 3x4 — 54MT18HS = 5x8 MT18HS = 3x4 — 48 = 5-6-15 , 7-0-0 10.4-3 15-1-6 19-10-10 24-7-13 28-0-0 ,29-5-1 35-0-0 5-6-15 1-5-1 3-0-3 4-9-3 4-9-3 4-9-3 3-4-3 1-5-1 5-6-15 Plate Offsets (X,Y)— [2:0-0-3,Edge], [4:0-3-8,Edge], [26:0-3-8,0-0-0], [31:0-4-0,0-3-0], [34:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.44 33-34 >946 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.86 33-34 >488 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.21 28 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.76 33-34 >554 240 Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Except* TOP CHORD 4-16: 2x4 SP M 31 BOT CHORD 2x4 SP M 30'Except* 31-34: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 JOINTS 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 Grav 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, Structural wood sheathing directly applied or 2-8-3 oc purlins. Except: 3 Rows at 1/4 pts 4-18 Rigid ceiling directly applied or 3-8-5 oc bracing. 1 Brace at Jt(s): 18, 21, 23, 12, 9, 7, 5 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=-244/352,14-34=-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. 4) All plates are MT20 plates unless otherwise indicated. Printed Copies of this 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 2=1525, 28=1089. Walter P. Finn PE No.22839 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTak USA, Inc. FL Cert 6634 j 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 Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall : building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 4ob Truss Truss Typ Qty Ply T21715740 M11417 8HA Common Girder 1 1 Job Reference (optional) chambers I cuss, Inc., Fort Pierce, FL NOTES- 10) Hanger(s) or other connection device(s) shall be provided str and 781 Ib up at 7-0-0, 80 Ib down and 29 Ib up at 8-0-12, 8 80 Ib down and 29 Ib up at 16-0-12, 80 Ib down and 29 Ib up chord. The design/selection of such connection device(s) is I 11) In the LOAD CASE(S) section, loads applied to the face of th LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Uniform Loads (plf) Vert: 4-14=-54, 14-26=-54, 36-39=-20, 1-4=-54, 26 Concentrated Loads (lb) Vert:34=-63(F) 35=-551(F) 42=-116(F) 43=-63(F) 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:55 2020 Page 2 ID:v3DWvfzbUx9lkXK7230782yBP1f-Bk1knrpcdc8Yleo5bFBG3Mdbrw9rGR vGVJ4plyOwbE :lent to support concentrated load(s) 156 Ib down and 184 Ib up at 20-11-4 on top chord, and 551 Ib down Ib down and 29 Ib up at 10-0-12, 80 Ib down and 29 Ib up at 12-0-12, 80 Ib down and 29 Ib up at 14-0-12, t 18-0-12, and 80 Ib down and 29 Ib up at 18-11-4, and 80 Ib down and 29 Ib up at 20-11-4 on bottom 3 responsibility of others. truss are noted as front (F) or back (B). lK.1 45=-63(F)46=-63(F) 47=-63(F) 48=-63(F)49=-63(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformadon 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 o tional unamoers I cuss, Inc., 4.00 12 4x8 = t-ort tierce, t-L t5.4Zu s tact 9 ZOZU MI I eK Industries, Inc. Wed uct 28 09:2ti:b1 zuzu rage 1 I D:v3DWvfzbUx9lkXK7230?82yBP1 f-879UCXrt8DOFYxyUifDk8nizvkrskBZCkpoBtByOwbC 8-0-0 10-4-0 15-1-4 19-10-9 , 22-3-0 . 24-M , 27-0-0 30-7-2 35-0-0 36-0-11 3-7-2 2-4-0 4-9-4 4-9.4 24-7 2-5-0 ' 2-4-0 3-7-2 4-4-14 1-0-0, Scale = 1:60.3 5x8 MT18HS = I 5x8 MT18HS = 2x3 II 4x10 = 3x6 = 4x8 = 2x3 II 4 5 30 31 32 6 33 347 35 6 36 37 38 9 10 2x3 I I 2x3 11 3 11 y 12 13 N 23 22 21 O 39 19 40 41 42 18 43 17 16 15 14 24 II 3x6 11 5x6'WB — 2x3 I 4x5 = 3x6 — 6x12 = 3x6 II 2x3 II 3x4 — 3x10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.41 22-23 >720 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.46 22-23 >646 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.10 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-21,9-16: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Harz 2=98(LC 24) Max Uplift 2=-1300(LC 8), 16=-3650(LC 8), 1 Max Grav 2=1691(LC 17), 16=4636(LC 1), 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lest TOP CHORD 2-3=-4309/3302, 3-4=-4275/3355, 4-5=-4205/320 8-9=-2252/3099,9-10=-2252/3099,10-11=-972/1 BOT CHORD 2-23=-3042/4052, 22-23=-3042/4052, 21-22=-301 18-19=-2304/3489,16-18=-463/1028,15-16=-17; 12-14=-1760/1033 WEBS 4-22=-836/859, 4-21=-254/393, 5-21=-448/397, 6 8-16=-4712/3326, 10-16=-2319/2227, 10-15=-10' 6-18=-2832/2116 BRACING - TOP CHORD BOT CHORD WEBS D(LC 25) (LC 7) except when shown. ), 5-6=-4205/3209, 6-8=-1028/644, 179, 11-12=-1001/1859 7/4099, 19-21=-2304/3489, 1/978, 14-15=-1760/1033, 121831, 6-19=-31/490, 9-16=-509/404, 8-18=-1052/1693, PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 171 lb FT = 20% Structural wood sheathing directly applied or 3-1-15 oc purlins. Rigid ceiling directly applied or 4-0-5 oc bracing. 1 Row at midpt 6-18 2 Rows at 1/3 pts 8-16 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 atjoint(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 24-114, and 196 lb down and 265 lb up at 27-0-0 on top chord, and 622 lb down and 762 lb up at 8-0-0f 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 20-114, 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. arittrtbad-6iA0bWE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery,erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 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 Data: October 28,2020 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty ply T21715741 M11417 GRA HIP GIRDER 1 1 Job Reference (optional) L,namoers i russ, Inc., ron Pierce, rL d.4ZU S Oct 9 2UZU MI I eK Industries, Inc. Wed Oct 28 09:26:57 2UZU Page 2 I D:v3DWvfzbUx9lkXK7230782yBP1 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=I80(B)5=-136(B)15=-622(B)17=-80(B)9=-136(B)31=-136(B)32=-136(B)33=-136(B)34=-136(B) 35=-1 36(B) 36=-1 36(B) 37=-1 36(B) 39=-80(B) 40=-80(B) 41 =-80(B) 42=-80(B) 43=-80(B) ® 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 MlTekral 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 " iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI77P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715742 M11417 GRB Hip Girder 1 1 Job Reference (optional) Chambers I russ, Inc., Fort Fierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:58 2020 Page 1 I D:v3DWvfzbUx9lkXK7230?82yBP1 f-WjsQtsVvXW6. 95XgGNkzh?FD08HuTrQMzTXkPdyOwbB -1-0-0 3- -14 6-0-0 8.0-0 10-7-2 14-0-0 15 00 1-0-0 3-4-14 2-7-2 2-0-0 2-7-2 3-0-14 1-0-0 2x3 11 2x3 11 3x4 = 3x4 = Scale = 1:26.1 I� 0 3- 14 6-0-0 8-0-0 10-7-2 14-0-0 3�-14 2-7-2 2-0-0 2-7-2 3-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.15 B-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 FBC2017fTP12014 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 Horz 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=oft; 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=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. This item has been 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically Signed and sealed by Finn, Walter, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Printed copies of this Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 3=-86(B) 4=-92(B) 8=-368(B) 7=-306(B) signature must be verified on any electronic copies. I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 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 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�o 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 BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 rk East 6904 Parke East Blvd. Tampa, Truss Truss Type Qty Ply LM,OI,l T21715743 417 J2 JACK -OPEN 10 1 Job Reference (optional) r„vers —55, ,Pic., rvri Pierce, FL. 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-4VGEdDt7ggeznF6tg4FCDCoSNXjuCKW VB7Hly3yOwbA 1-0-0 1 2-0-0 Scale = 1:7.8 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 T CSI. TC 0.18 BC 0.11 WB 0.00 Matrix -MP DEFL. in (too) I/defi L/d Vert(LL) 0.00 7 >999 240 Vert(CT) -0.00 7 >999 240 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 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 Horz 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; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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. Fol` 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 Do. 1 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 at=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.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: I 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 Nat 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 for WOW always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type city Ply TJ4 TJob M11417 JACK -OPEN 10 rence (optional) m4zu s vci 9 zuzu mi I eK maustnes, Inc. vvea Uct 213 U9:26:59 2020 Pagel ID:v3DWvfzbUx9lkXK7230?82yBP1f-4VGEdDt7ggeznF6tg4FCDCoLhXbOCKW VB7Hly3yOwbA -1-0-0 4-0-0 1-0-0 4-0-0 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 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 WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-242(LC 12), 4=-72(LC 12) Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(LC 3) j 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 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exter right exposed;C-C for members and forces & MWFRS for reacti( 2) This truss has been designed for a 10.0 psf bottom chord live lot 3) ' This truss has been designed for a live load of 20.Opsf on the t 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 ply 2=242. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceilingdirectly applied or 10-0-0 oc bracing. TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. or(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; porch left and 1s shown; Lumber DOL=1.60 plate grip DOL=1.60 d nonconcurrent with any other live loads. )ttom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 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 Cent 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 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 verity the applicability of design parameters and property incorporate this design Into the overall ITZ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mt'''��' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL 36610 Job Truss Type otyJ ly TJ6 T21715745 M11417 JACK -OPEN 8 1 Job Reference (optional) cuss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:00 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-YigdrZUR8mgPPh3OonRmOKYVxzgxmmfOnOrUVyOwb9 6-0-0 6-0-0 Scale = 1:14.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 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 I WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 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 pudins. 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(1_C 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 atjoint(s) except Qt=lb) 3=149, 2=315, 4=112. I 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 ® 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 ANSIITPH 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 T21715746 M11417 J7 Jack-Open8 1 Job Reference o tional 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?2vuNCSuhOZGFxVIgIdtjLLBbgD?ofRmODyyOwb8 1-0-0 7-0-0 1-0-0 7-0-0 Scale: 3W--1' 3x4 = 7-0-0 700 Plate Offsets X,Y — 2:0-1-14,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 MT20 244/190 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 Weight: 23 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 No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-156(LC 12), 2=-210(LC 12), 4=-9(LC 12) Max Grav, 3=170(LC 1), 2=315(LC 1), 4=120(LC I) FORCES. (lb) -Max. Camp./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. Il; 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 6-114 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 atjoint(s) 4 except Qt=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.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 28,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required far 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?P/1 Quality Criteria, DSB-69 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 Truss Truss Type Qry Ply Lob, T21417 J8 Jack -Open 11 1 Job Reference (optional) Chambers I runs, Inc., Fort Pierce, FL "_0 3x5 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1 ID:v3DWvfzbUx9IkXK7230?82yBP1 f-OuO?2vuNCSuhOZGFxVIgldthcLKJgD?ofRmODyyOwb8 Scale = 1:17.4 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 4-7 >656 360 MT20 2441190 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 FBC2017/TP12014 Matrix -MP Wind(LL) 0.24 4-7 >394 240 Weight: 26 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=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 lesle except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mphI; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; 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. 1 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. 5119/2020 BEFORE USE. ° truss valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not u a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated.. is to prevent buckling of individual ss Web andlor chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, OSB-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 T21715748 M11417 KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) `-'•""`"-'� ""33, ' . ' �'�'-'�' . 8.420 S Vci 9 2020 can l ex industries, Inc. Vied Oci 28 09:27:02 2020 rage I - ID:v3DWvfzbUx9lkXK7230?82yBP1f-U4yNFFv?zlOYeirRVDpvrrQwalgOPdjxt5VyYOyOwb7 -1-5.0 4-7-8 8-5-1 1-5-0 4-7-8 3-9-9 Scale = 1:18.7 4 2.83 12 2x3 :zz 11 3 10 N N 2 1 12 13 6 3x6 = 3x5 = 5 8-5-1 8-5-1 Plate Offsets (X,Y)— [2:0-1-11 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.23 6-9 >439 240 MT20 244/190 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 Weight: 33 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 8-0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechani Ial Max Horz 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 lest except when shown. TOP CHORD 2-3=-678/606 BOT CHORD 2-6=-683/660 WEBS 3-6=-686/710 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. ll; 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 intendeld for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live lord 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 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0, and 51 lb down and j112 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 Ito 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 Incrll ase=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 Cert 6634 6904 Parke East Blvd. Tampa FL 3361D 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual trusslweb 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 ANS11TPIf 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 � 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 WvfzbUx9lkXK7230?82yBP1 f-yHW[Tbwek38PGsQe3wK902y6K9OS8OG561FV5gyOwb6 -1-5.0 5-3-15 9-10-1 1-5 0 5-3-15 4-6-1 Scale = 1:21.2 3x4 = zXJ 11 _. _ _ 5 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Incr NO WB 0.46 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS 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, 5=Mechanical Max Horz 2=160(LC 8) Max Uplift 4=-215(LC 5), 2=-504(LC 8), 5=-508(LC 8) Max Grav 4=192(LC 1), 2=509(LC 1), 5=415(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1122/1155 BOT CHORD 2-7=-1214/1080, 6-7=-1214/1080 WEBS 3-7=-285/298, 3-6=-1129/1270 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.12 6-7 >973 240 MT20 2441190 Vert(CT) -0.08 6-7 >999 240 Horz(CT) -0.02 5 n/a n/a Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 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 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. late 5) Provide mechanical connection (by others) of truss to bearing pi 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 Ito down and 48 lb up at 2-11-0, 51 lb down and 112 Ito 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 38lb 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 8-6-1.4, This item has been 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 electronically signed and others. sealed by Finn, Walter, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert: Loads (l S-B=-2o L Concentrated Loads b) signature must be Verified Vert: 12=-25(F=-13, B=-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) 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 101II-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 i�ii�• 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?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highv/ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715750 M11417 KJ8 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) cnamoers I ruse, Inc., Fort Fierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:04 2020 Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-RT47gwwGVNGGtO_gderOwGVFGYLItU5ELP_3dHyOwb5 1-7-11 Scale = 1:21.0 3x4 = I �a It 6x8 = 5 11-3-0 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Verl 0.27 7-10 >492 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.19 7-10 >691 240 BCLL 0.0 Rep Stress [nor NO WB 0.43 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Weight: 44 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 6-1-10 oc bracing. 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(LCI8) Max Gram 4=51(LC 1), 2=585(LC 1), 6=570(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) 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 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mpN; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. Il; 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 100lb uplift atjoint(s) 4 except Qt=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 8-6-114 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down This item has been and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lbdown and 27 lb up at 5-8-15, and 49 lb down and 73 lb up at 8-6-14 electronically signed and and 49 lb down and 73 Ib up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of sealed by Finn, Walter, PE others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. Printed Copies of this LOAD CASE(S) Standard I document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-4=-64, 5-8=-20 Concentrated Loads (lb) on any electronic copies. 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) 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 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of designparameters and properly Incorporate this design into the overall /�o building design. Bracing indicated is to prevent buckling of individual trussIweb and/or chord members only. Additional temporary and permanent bracing IY1iTe k♦ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSdTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Job Truss TypeCity PlyT21715751 TMV2 Valley 1 1 Job Reference o tional o.4zu s Vct a zuzu MI I eK Inaustries, Inc. vve0 UOt zts ug:zf:ub 2u2u Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-vfeWuGxuGgO7VAZOALMdTT2Wwynicl?Oa3kc9jyOwb4 4.00 12 3x4 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.: TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Harz 1=21(LC 12) Max Uplift I= 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=128mp II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exti 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 It 4) ' This truss has been designed for a live load of 20.Opsf on the will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using AN: capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing F BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. Dr(2) zone;C-C for members and forces & MWFRS for reactions nonconcurrent with any other live loads. .am chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1 angle to grain formula. Building designer should verify capable of withstanding 100 lb uplift atjoint(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.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33010 Date: October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss Iweb and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 T21715752 M11417 MV4 Valley 1 1 1 Job Reference o tional cnamoers I russ, Inc., ron coerce, t-L a.4zU 5 UCt 9 2UZU MI I eK Industries, Inc. Wed Oct 28 U9:27:U8 ZU2U Nage 1 ID:v3DWvfzbUx9lkXK7230?82yBP1f-NrCu5cyW 1_W_7K8Dk2us?hacWM5dLUFXoJT9h9yOwb3 2 Scale = 1:9.4 3 I 3x4 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 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 FBC2017fTPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD 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; Vult=165mph (3-second gust) Vasd=128mp II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extl 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 1, 4) ' This truss has been designed for a live load of 20.Opsf on the will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing 1 Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. or(2) zone;C-C for members and forces & MWFRS for reactions nonconcurrent with any other live loads. tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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.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 Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall HT building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole SA For 4 x 2 orientation, locate plates 0- 1r1E' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION rIndicated 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/TP11: 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C1-2 C2.3 WEBS o A04 U 3:ELO C7-8 C6-7 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 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 ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 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 ondesign. -- 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.