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Home My WebLink AboutTrussI =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. rSETTING TIPLE PLY TRUSSES MUST BE FASTENED OGETHER PER ENGINEERING BEFORE . REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. is DON'T LIFT TRUSSES WITH SPANS LONGER THAN - 30' BY THE PEAK. CONSULT BCSI 30' SpEin or less 60 degrees orless /2 span t---V4rprox 2/3 to �� Tag line E-- 1/2 span —0 Tag line 112 of Span. REFER TO BCSI REFER TO SCSI Truss must be set this way N crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist aane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. A A!@ AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNINGi0 Joel 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 with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE I IRP HIIR26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS `Please refer to Standard Engineering package for general ins 10d=0.148" x 3" 16d=o.162" x 3 112" Hatch Legend LOAD BEARING AT 8'-0" INDICATES VOLUME CEILING II"'"`ARRIERLOCATED ASD,M,81ONEDONLRrooT FABRICATION AGREEMENT & Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers .. TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46" IN LENGTH!! y TheDTrusse willbenmaedgesandacord AORNOER,ACKa Y� 1. Trusses will be made in strict accordance with This truss placement diagram layout, which s the sole authority for PRE NOT BEVELED. iq aEe a*u+o.Ro determining successful fabrication of the trusses E"clNee"'"e. O15 R 2. All dimensions in this layout have been verified by the undersigned. METAL ROOFS SHO IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. � 3. Unless written notice is provided by certified mail to Chambers Truss within ten (tOj days of dative the s ry I 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 buyer's 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 24•CC THRU to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is COR"ER,ACKa responsible to Chambers Truss for towing costs due to site conditions. ONLY " "''s 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout..A $50 per hour CORNER DETAIL 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. ovERRA..NOT aeow"Ron cwaT.. 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 IiNational Standard And Recommended Guidelines. On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPIM1TCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED FOR TITLE PLUMB CUT END 2X4 TOP CHORD MIIWL WALL HEIGHT 8'-0" END DETAIL: VAULT 0 �3-15 2 $4-6Uj1-OOyoo A spreader bar may be required per "BCSI" to prevent injury & damage. _e�k Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. .,9b_ Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 19441 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 plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse, DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC r 1 di 3105 Ole n er 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 Archnoili or Architect's representative's shop drawing approval Is NOT a "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 to astions. Approved. By - Date: 6raden S, IS we A.i.A.. P.A.-T MITEK VERSION 7.4.1 431 LOADINGIDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH As SBC 160461 County ST LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directlonal)/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 p Duration Factor 1.25 0. Wind Speed 165mph - Top Chord C.B. Sheathing by budder Bottom Chord C.B. Sheathing by builder Highest Mean Height 12' Building Type Enclosed Building Category It: Non Restrictive ' Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11417 SCALE: 1 /4" = 1 r-0/1 84 total trusses, 20 unique designs Designer: RLC Reviewed by: RLC Date: 12/07/17 REVISED 10/27/20 FOR WYNNE DEVELOPMENT -7-7 ,:� t l DESCRIPTION: GEMINI GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11417 P MiTek' RE: M11417 Lo Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11417 Lot/Block: Model: GEMINI Address: UNKNOWN Subdivision: City: ST LUCIE COUNTY State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21715733 A 12/17/2020 2 T21715734 Al 12/17/2020 3 T21715735 A2 12/17/2020 4 T21715736 A3 12/17/2020 5 T21715737 A4 12/17/2020 6 T21715738 A5 12/17/2020 7 T21715739 B1 12/17/2020 8 T21715740 BHA 12/17/2020 9 T21715741 GRA 12/17/2020 10 T21715742 GRB 12/17/2020 11 T21715743 J2 12/17/2020 12 T21715744 J4 12/17/2020 13 T21715745 J6 12/17/2020 14 T21715746 J7 12/17/2020 15 T21715747 J8 12/17/2020 16 T21715748 KJ6 12/17/2020 17 T21715749 KJ7 12/17/2020 18 T21715750 KJ8 12/17/2020 19 T21715751 MV2 12/17/2020 20 T21715752 MV4 12/17/2020 This item has been electronically signed and sealed by Finn, Walter using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision , 0%J11111ill, based on the parameters provided by Chambers Truss. �� ISR P F '� Truss Design Engineer's Name: Finn, Walter ��jP�'. C E N �'•,Nti ��i My license renewal date for the state of Florida is February 28, 2021.�� 3F•.•• �'. 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/rPI 1, Chapter 2. r � r * � STATE OF : �►� i 11111 Walter P. Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 December 17, 2020 1 of 1 Finn, Walter Job Truss Truss Type Oty Ply T21715733 M11417 A COMMON ' 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:46 202U Page 1 ID:v3DWvfzbUx9lkXK7230?82yBP1 f-y?_Kumizkr?pjFcNZsX9BT15D17lfJNbCcd6_JyOwbN r1-0 q 8-4-0 12-11-0 17-0-0 22-1-0 26-8-0 35-M $6-0-Q 1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 1-0-0 �1 d 3x6 = 4.00 F12 17 .- 15 2x3 II 5x6 WB = 3x8 = 45 = 14 " 12 5x6 WB = 2x3 II 3x8 = Scale = 1:59.5 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 NO Code FBC2017/TPI2014 CSI. TC 0.72 BC 0.76 WB 0.57 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Ud -0.30 14-15 >999 360 -0.66 14-15 >641 240 0.13 10 n/a file 0.33 14-15 >999 240 PLATES GRIP MT20 2441190 Weight: 169 lb 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(LC 12), 10=750(LC 12) Max Grav 2=1424(LC 1), 10=1424(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/1886, 3-5=-2887/1557, 5-6=2886/1662, 6-7=2886/1662, 7-9=2887/1557, 9-10=-3481/1887 BOT CHORD 2-17=-1652/3261, 15-17=-1652/3261, 14-15=-900/2118, 12-14=-1666/3261, 10-12=-1666/3261 WEBS 6-15=-542/1018, 6-14=-542/1018, 5-15=-257/218, 7-14=256/218, 3-15=-677/529, 9-14=-677/529 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. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2=750, 10=750. 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 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Val, 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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715734 M11'417 Al Roof Special ' 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:48 2020 F'age 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-uO64JSkDGSFXzZmlhGZdHugOQ6mD7AWufw6C3CyOwbL r1-a0 7-2-10 13-7-8 17-6-0 23-0-1 23.11-1z z6-ao 35-0-0 3s-0-q 1-0-0 7-2-10 6-4-14 3.10-8 5-6-1 all-1 2-0-4 9-0-0 ' Scale = 1:60.3 3x5 = 4.00 12 14 13 2x3 11 5x8 = 7x8 11 2.00 12 3x12 zz 7-2-10 i 13-7-8 17-6-0 23-11-12 i 35-0-0 _ 7-2-to 6-4-14 3 1a8 6-5-12 11-0-4 Plate Offsets (X Y)— [2:0-1-2,Edge[, [8:0-3-0 Edge], [10:0-1-15,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IGc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.63 12-13 >663 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.38 12-13 >305 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wnd(LL) 0.79 12 >532 240 Weight: 158 lb 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=01264, 3-13=809/586, 5-13=287/334, 7-12=-218/295, 6-13=-341/582, 6-12=-2134/3384, 9-12=-379/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL=10.opsf. sealed by Finn, Walter, PE 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=825,10=825. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715735 M11417 A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:49 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-NagSXols1 mNOajLyE_4sp5NaTV5?sdB1 uasmbeyOwbK 1-0. 8-0-1 13-7-8 16-0-0 19-0-0 23-11-12 26-6.2 35-0-0 6-0. -0-0 8-0-1 5-7-7 2-4-8 3-0-0 4-it-12 2-6-6 8-5-14 -0-0 Scale = 1:62.3 3x5 = 14 2x3 11 4.00 12 5x6 = 5x6 = 45 = 2.00 12 3x12 B-0-1 13-7-8 16-0.0 10.0-0 23-11-12 i 29-0.0 35-0-0 8-0.1 5-7-7 2-4-8 3-0-0 4-11-12 5-0-4 6-0-0 Plate Offsets (X,Y)- [2:0-1-6 Edge], [4:0-2-7,Edge] [8:0-3-0,0-3-4] [9:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 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 FBC2017frP12014 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 purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-825(LC 12), 9=825(LC 12) Max Grav 2=1349(LC 1). 9=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (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=01300, 3-13=915/713, 5-12=319/562, 6-12=-432/629, 7-11 =-1 234/1992, 7-12=-2790/1972, 8-11=-441/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 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 16-0-0, Exterior(2) 16-0-0 to 23-11-12, Interior(1) 23-11-12 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed COPIES Of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except Qt=lb) 2=825, 9=825. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek8 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715736 M11417 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:50 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-rmErk8m Uo3VFCsw8ohb5MJwnMvRGb4hA7EbJ75yOwbJ tt-0.Q 8-0-1 14-0-0 21-0-0 23-11-12 i 26-9-10 r 35-0-0 36-0-Q -0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 Anne 13 5x6 = 5x6 = 4 22 23 5 r;„A 2x3 11 5x6 = 3x5 = 2.00 F12 Scale = 1:61.3 3x12 = 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 FBC2017rrP12014 CSI. TIC 0.71 BC 0.98 WB 0.74 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.52 10 >802 360 Vert(CT) -0.98 10-19 >427 240 Horz(CT) 0.35 8 n/a n/a Wind(LL) 0.72 10 >582 240 PLATES MT20 MT18HS Weight: 158 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=163(LC 11) Max Uplift 2=-825(LC 12), 8=825(LC 12) Max Grav 2=1349(LC 1), 8=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2392, 3-4=-2556/1961, 4-5=-3161/2444, 5-6=-3304/2503, 6-7=-5214/3796, 7-8=-5695/4151 BOTCHORD 2-13=-2156/3079, 12-13=-2156/3079, 11-12=-1616/2410. 10-11=3430/4982, 8-10=-3870/5422 WEBS 3-13=0/293, 3-12=-818/630, 4-11=642/959, 5-11=-418/724, 7-10=-500/457, 6-10=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, Exterior(2) 14-0-0 to 18-11-6, Interior(1) 18-11-6 to 21-0-0, Exterior(2) 21-0-0 to 25-11-6, Interior(1) 25-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed copies Of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825, 8=825. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 vent' 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 ANSLIM11 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 T21715737 M11417 A4 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:151 ZUZO Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-JzoDyUm6ZNd6gOVKMP6KuWS3EJwwKWbKMuLtgXyOwbl Tt-O-q 6-4-14 12-0-0 17-6-0 23-0-0 24-8-0 29-5-2 35-0-0 36-4 0.1 0 6-4-14 5-7-2 '5-6-0 5-6.0 1-&0 4-9-2 5-6-14 4x8 = 4.00 12 2x3 11 4x8 = 4x4 255 26 6 7 Scale = 1:60.3 3x4 = 2x3 11 5x6 = 3x10 = 5x6 = 6x8 = 2x3 II 3x4 = 6-4-14 12-0-0 17-6-0 23-0-0 24-8-0 29-5-2 35-0-0 6-4-14 5-7-2 5-6-0 5-6-0 1-&0 4-9-2 5-6-14 Plate Offsets (X,Y)—14:0-54,0-2-01,[6:0-5-8,0-2-01,[12:0-3-8,0-3-01,[13:0-3-0,0-3-01,115:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 16-19 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 16-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 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(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/1324, 3.4=-1221/871, 4-5=748/560, 5-6=-748/560, 6-7=-273/334, 7-8=-732/888, 8-9=0/550 BOT CHORD 2-16=-1164/1824, 15-16=-1164/1824, 14-15=-588/1120, 13-14=-31 V543, 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, Exterior(2) 23-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. • 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 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 at joint(s) except (jt=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.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITF11 Quality Criteria, DSB-89 and BCSI Building Component 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 T21715738 M11417 A5 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:52 2020 Page 1 ID:v3D WvfzbUX9ikXK7230?82yBP1 f-n9Lb9gnkKhlzRA4Ww6dZRk?BnjG53?OTaY4QCzyOwbH ,1-0-q 6-7-15 10-0-0 17-M , 25-0-0 _ 28-4-1 35-0-0 �6-0-Q -0-0 6-7-15 7-6-0 7-&0 3-4-1 6-7-15 4x4 = 48 = 4.00 F12 4 23 24 25 3x4 = 4x5 = 26 27 28 6 1J II 3x4 = 3x6 = 3x4 = 3x6 = 6x8 = 10-0-0 17-6-0 24-4-0 2� 0,0 35-0-0 10-M 7-6-0 6-10-0 I G-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.67 BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0, 10=0-8-0 Max Horz 2=-119(LC 10) Max Uplift 2=-536(LC 12), 8=327(LC 12), 10=-1203(LC 12) Max Grav 2=872(LC 21), 8=197(LC 22), 10=1685(LC 1) Scale = 1:60.4 3x6 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.5010-20 >245 240 MT20 244/190 Vert(CT) -0.38 14-17 >794 240 Horz(CT) 0.04 10 n/a n/a Weight: 158 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 5-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1840/1404, 34=-1496/1109, 4-5=986/731, 5-6=-4651760, 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=-1852/1316, 6-10=-480/399, 7-10=-418/702, 4-12=-484/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. 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 ANSIrrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=536, 8=327, 10=1203. 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 Cert6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITFII 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 T21715739 M11417 B1 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:53 2020 Page 1 ID:v3DWvfzbUx91kXK7230782yBP1 f-FLvzMAoMS_tg3KfjTg9o_xYPw7cOob8dpBgzkPyOwbG 1-0-0 7-0-0 14-0-0 1-0-0 7-M 7-0-0 3x4 = 45 = 2x3 11 7-0-0 14-0-0 7-M 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 5-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a nla BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.10 5-8 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=71(LC 11) Max Uplift 4=-295(LC 12), 2=380(1_C 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, 34=979/768 BOTCHORD 2-5=-621/894,4-5=-621/894 WEBS 3-5=-60/319 Scale = 1:24.3 3x4 = PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=295, 2=380. Id 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 Mi rek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormedon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715740 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:55 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-Bk1 knrpcdc8Yleo5bFBG3Mdbrw9rGR_vGVJ4plyOwbE 7-0-0 15-6-0 19-10-10 25-10-2 30.0-3 1.0-0 4-11-13 "'6""9-&0 11-6-0 13-6-0 15-1-6 17-6-0 19-6-0 21-6-0 23-6-0 25-6-0 28-0-0 29.5.1 350-0 6-0- 1-0.0 4-11-13 -7- 1.5.1 2-6-0 2-0.0 2. I.0 1-7-6 2-0.0 2.0.0 0- 0 2-0.0 2.0.0 0-42 2-1-14 1-5-1 •71 4-11-13 0-4-10 1-7-6 Scale = 1:61.3 4.00 12 4x10 = 14 17 35 '- - '- 33 '- '- 32 '" "' 30 4x10 = 3x4 —_ 5x8 MT18HS = 5x8 MT18HS = 3x4 —_ 4x8 = 5-6-15 .7-0-0 , 10-4-3 15-1-6 19-10-10 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 0.92 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/TPI2014 Matrix -MS Wind(ILL) 0.76 33-34 >554 240 Weight: 211 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 -Except- TOP CHORD Structural wood sheathing directly applied or 2-8-3 cc purlins. 4-16: 2x4 SP M 31 Except: BOT CHORD 2x4 SP M 30 'Except' 3 Rows at 114 pts 4-18 31-34: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-8-5 cc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 18, 21, 23, 12, 9, 7, 5 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 28=0-8-0 Max Horz 2=200(LC 7) Max Uplift 2=-1525(LC 8), 28=-1089(LC 8) Max 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, 14-17=-2159/1395, 17-20=2202/1365, 20-22=-2220/1336, 22-24=2235/1315, 24-26=-2289/1305, 2-3=-5796/4106, 3-4=-5873/4222, 26-27=-4640/2828, 27-28=-4618/2779, 4-6=-3221/2346, 6-8=-3221/2346, 8-10=-3221/2346, 10-11=-3221/2346, 11-13=2657/1875, 13-15=-2657/1875, 15-18=2657/1875, 18-19=-2657/1875, 19-21=2577/1714, 21-23=-2577/1714, 23-25=2577/1714, 25-26=-2577/1714 BOT CHORD 2-35=-3795/5457, 34-35=-3889/5629, 33-34=-2877/4745, 32-33=-2877/4745, 31-32=-2877/4745, 30-31=-2613/4497, 28-30=-2539/4351 WEBS 4-35=-543/500, 14-15=-565/864, 3-35=244/352, 4-34=476/669, 11-33=-41/296, 11-34=-733/932, 26-31=-370/380, 19-32=-234/494, 19-31=-386/597 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat. sealed by Finn, Walter, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Provide adequate drainage to prevent water ponding. Printed Copies Of this 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x3 MT20 unless otherwise indicated. document are not considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. On any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 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. MiTek USA, Inc. FL Cert 6934 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 7 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suae 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715740 M11417 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL b.42U s Uct to zuzu ml t eK inaustrles, mc. vvea uct zo ua:zo:ao zuzu rage z ID:v3DVJvfzbUx9lkXK7230782yBP 1 f-Bk1 knrpcdc8Yleo5bFBG3Mdbrw9rGR_vGVJ4plyOwbE NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 20-11-4 on top chord, and 551 lb down and 781 lb up at 7-0-0. 80 lb down and 29 lb up at 8-0-12, 80 Ib down and 29 lb up at 10-0-12, 80 lb down and 29 lb up at 12-0-12, 80 lb down and 29 lb up at 14-0-12, 80 lb down and 29 lb up at 16-0-12, 80 lb down and 29 lb up at 18-0-12, and 80 lb down and 29 lb up at 18-11-4, and 80 lb down and 29 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-14=54, 14-26=-54, 36-39=-20, 1-4=-54, 26-29=-54 Concentrated Loads (lb) Vert: 34=-63(F) 35=551(F) 42=-116(F) 43=-63(F) 44=-63(F) 45=63(F) 46=-63(F) 47=-63(F) 48=-63(F) 49=-63(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and 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 T21715741 M11417 GRA HIP GIRDER 1 1 Job Reference (optional) l:nambefb I fuss, Inc., hon Tierce, hL oluvuL LVIVII , tlII IUIItlJ, uvu ID:v3DWvfzbUx9lkXK7230?82yBP1f-879UCXrlBDOFYxyUifDk8niczovvasiBCkc. tByroOwcbC Tt-0.q 4 4-14 8-0-0 10-4-0 15-1-4 19-10-9 22-3-0 24-8-0 27-0-0 , 30-7-2 35-0.0 36-0-q 1-0-0 4-4-14 3-7-2 2-4-0 4-9-4 4-9-4 2-4-7 2-5-0 2-40 3-7-2 4-4-14 1-0-0 Scale = 1:60.3 5x8 MT18HS = 4.00 12 2x3 11 4 5 30 31 4x10 = 3x6 = 48 = 32 6 33 347 35 8 36 5x8 MT18HS = 2x3 I I 37 38 9 10 23 22 21 20 39 19 40 41 42 18 43 17 16 15 14 48 — 2x3 II 3x6 I I 5x6 WB — 24 11 45 = 3x6 = 6x12 = 3x6 II 2x3 II 3x4 — SAO = 8-0-0 , 10-4-0 , 15-1-4 19-10-9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSL TC 0.75 BC 0.91 WB 0.99 Matrix -MS DEFL, in (loc) I/deft Lid Vert(LL) 0.41 22-23 >720 240 Vert(CT) -0.46 22-23 >646 240 Horz(CT) 0.10 16 n/a n/a PLATES MT20 MT18HS Weight: 171 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-18 5-21,9-16: 2x6 SP No.2 2 Rows at 1/3 pts 8-16 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Horz 2=98(LC 24) Max Uplift 2=-1300(LC 8), 16=3650(LC 8), 12=610(LC 25) Max Gram 2=1691(LC 17), 16=4636(LC 1), 12=330(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4309/3302, 3-4=-4275/3355, 4-5=4205/3209, 5-6=4205/3209, 6-8=1028/644, 8-9=-2252/3099,9-10=-2252/3099,10-11=-972/1879,11-12=-1001/1859 BOT CHORD 2-23=-3042/4052, 22-23=-3042/4052, 21-22=-3087/4099, 19-21=-2304/3489, 18-19=-2304/3489,16-18=463/1028,15-16=-1721/978,14-15=-1760/1033, 12-14=-1760/1033 WEBS 4-22=-836/859, 4-21=-254/393, 5-21=-448/397, 6-21=-832/831, 6-19=-31/490, 8-16=-4712/3326, 10-16=-2319/2227, 10-15=-1019/859, 9-16=-509/404, 8-18=-105211693, 6-18=-283212116 NOTES- 1) Unbalanced roof live leads 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1300,16=3650,12=610. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 265 lb up at 8-0-0, 136 lb down and 192 lb up at 10-0-12, 136 lb down and 192 lb up at 12-0-12, 136 lb down and 192 lb up at 14-0-12, 136 lb down and 192 lb up at 16-0-12, 136 lb down and 192 lb up at 17-6-0, 136 lb down and 192 lb up at 18-11-4, 136 lb down and 192 lb up at 20-11-4, 136 lb down and 192 lb up at 22-11-4, and 136 lb down and 192 lb up at 24-11-4, and 196 lb down and 265 lb up at 27-0-0 on top chord, and 622 lb down and 762 ib up at 8-0-0, 103 lb down and 33 lb up at 10-0-12, 103 lb down and 33 lb up at 12-0-12, 103 lb down and 33 lb up at 14-0-12, 103 lb down and 33 lb up at 16-0-12, 103 lb down and 33 lb up at 17-6-0, 103 lb down and 33 lb up at 18-11-4, 103 lb down and 33 lb up at 20-11-4, and 103 lb down and 33 lb up at 22-11-4, and 622 lb down and 673 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. (5l)rjflrtbed4i1fq W5E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6934 6904 Parke East Blvd. Tampa FL 33810 Date: October 28,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715741 M11417 GRA HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2UZU MI I eK Industries, Inc. Wed Oct 2t1 U9:2ti:bt zuzu rage Z ID:v3D WvfzbUx91kXK7230?82yBP 1 f-879UCXrt8DOFYxyUifDk8nizvkrskBZCkpoBtByOwbC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-1O=54, 10-13=-54, 24-27=-20 Concentrated Loads (lb) Vert: 4=-136(B) 10=136(131) 20=-80(B) 22=-622(B) 21=80(B) 5=136(B) 15=-622(B) 17=-80(B) 9=136(B) 31=136(13) 32=-136(B) 33=-136(B) 34=136(13) 35=-136(B) 36=-136(B) 37=-136(B) 39=-80(B) 40=-80(B) 41=80(131) 42=-80(B) 43=-80(B) ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. � Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly *�• ■.� y Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715742 M11417 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.421) 5 UCt V 2U2U MI I eK Industries, Inc. Wed UCt 2d Ut1:2b:bt7 LULU rage i ID:v3D WvfzbUx9lkXK7230?82yBP 1 fcJjsQtsVvXW695XgGNkzh?FD08HuTrQMzTXkPdyOwbB 1-0-0 3-4-14 6-0-0 8-0-0 10-7-2 14-0-0 15-0-0 1-0-0 3-4-14 2-7-2 2-0-0 2-7-2 3-4-14 1-0-0 ' Scale = 1:26.1 3x4 = 5x6 = 5x6 = 2x3 11 2x3 11 3-4-14 6-D-0 8-0-0 10-7-2 14-0-0 3-4-14 2-7-2 2-0-0 2-7-2 3-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.15 8-11 >999 240 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 FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 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 3x4 = PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20% Structural wood sheathing directly applied or 4-5-13 oc purlins. Rigid ceiling directly applied or 5-0-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=934, 5=925. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 167 lb up at 6-0-0, and 139 lb down and 267 lb up at 8-0-0 on top chord, and 368 lb down and 527 lb up at 6-0-0, and 306 lb down and 434 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-86(B) 4=-92(B) 8=368(B) 7=306(B) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 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. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not My a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715743 M11417 J2 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-4VGEdDt7ggeznF6tg4FCDCoSNXjuCKVW B7HIy3yOwbA i -1-0-0 2-0-0 --_-- 1-0-0 2-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical Max Horz 2=67(LC 12) Max Uplift 2=-177(LC 12), 4=33(1-13 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. Scale = 1:7.8 N n' 0 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 2441190 Vert(CT) -0.00 7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 8 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 9CDL=3.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=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 Cert 6SU 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715744 M11417 J4 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1 ID:v3D WvfzbUX9lkXK7230?82yBP 1 f4VGEdDt7ggeznF6tg4FCDCoLhXbOCKWVB7H Iy3yOwbA 1 4-0-0 -00-0-0 4-0-0 3x4 = 4-0-0 LOADING (psi) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) 0.06 4-7 >810 240 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 FBC2017frPI2014 Matrix -MP 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) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 IV a PLATES GRIP MT20 2441190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=1'65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) 3, 4 except Qt=lb) 2=242. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6934 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715745 M11417 J6 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x5 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:00 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP1 f-YigdrZtlR8mgPPh3OonRmQKWxzgxmmfQnOrUVyOwb9 6-0-0 6-M Scale = 1:14.3 I6 N 6-0-0 6-0-0 Plate Offsets (X,Y)— [2:0-1-6,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.23 4-7 >314 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 4-7 >724 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-149(LC 12). 2=315(LC 12). 4=-112(LC 12) Max Grav 3=140(LC 1), 2=278(LC 1), 4=106(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=149, 2=315, 4=112. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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[. 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 ANSbTP/1 Duality Criteria, DSE-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 T21715746 M11417 J7 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL • 1-0-0 11-0-0 3x4 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP1 f-0uO?2vuN CSuhOZGFxVlgldtjLLBbgD7ofRm00yyOwb8 7-0-0 Scale: 3/4"=l' 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 0.47 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 FBC2017rrPI2014 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 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrFI1 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 T21715747 Ml1417 J8 Jack -Open 11 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x5 = 6.42D 5 Dct v 2u2U MI I eK industries, Inc. Wed uct 26 09:2/:0l 2020 rage -i ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-OuO?2vuNCSuhOZGFxV IgldthcLKJgD?dfRm00yyowb8 8-0-0 8-0-0 Scale = 1:17.4 8-0-0 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 FBC2017rrPI2014 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 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 7-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=176, 2=228. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6834 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 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 iw iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715748 M11417 KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.4ZU s Uct 9 ZUZU MI I eK Inaustnes, Inc, vvec Uci zu U9:zt:UZ ZU2U rage 1 ID:v3D WvfzbUxglkXK7230?82yBP1 f-U4yNFFv?zlOYeirRVDpvrrQwalgOPdjxt5VyYOyOwb7 -1-5-0 4-7-8 8-5-1 , 4-7-8 3x5 = Scale = 1:18.7 N M N 8-5-1 8-5-1 Plate Offsets (X,Y)— [2:0-1-11,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 file file BCDL 10.0 Code FBC2017ITP12014 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 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-0-8 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical 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 less except when shown. TOP CHORD 2-3=-678/606 BOT CHORD 2-6=-683/660 WEBS 3-6=-6861710 NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=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 This item has been 2-11-0. 26 lb down and 48 lb up at 2-11-0, and 51 lb down and 112 lb up at 5-8-15, and 51 lb down and 112 lb up at 5-8-15 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6lb down and 38 lb up at 2-11-0, and 21 ib down and 851b up at 5-8-15, and 21 lb electronically signed and 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. sealed by Finn, Walter, PE 8) 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: 1-4=54, 5-7=-20 signature must be verified Concentrated Loads (lb) on any electronic copies. nic Vert: 11=-25(F=-13, B=-13) 12=-11(F=-6, B=-6) 13=-43(F=-21, B=-21) Walter P.Finn PENo.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, 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 1-5-0 5.4213 S UCt 9 2U2U MI I eK Industries, Inc. Wed Uct 1t3 U9:2/:U3 "LULU rage 1 ID:v3D Wvfzbllx9lkXK7230?82yBP1 f-yH WlTbwek38PGsQe3wK902y6K9OS8OG561FV5gyOwb6 5-3-15 9-10-1 5-3-15 4-6-1 Scale = 1:21.2 3x4 = �n� 11 5 5-3-15 9-10-1 5-3-15 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VcIefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.12 6-7 >973 240 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) -0.02 5 Na n/a BCDL 10.0 Code FBC2017/rP12014 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. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-112211155 BOT CHORD 2-7=-1214/1080, 6-7=-1214/1080 WEBS 3-7=-285/298, 3-6=-1129/1270 PLATES GRIP MT20 244/190 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=1211; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=215,2=504,5=508. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0. 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 76 lb down and 169 lb up at 8-6-14, and 76 lb down and 169 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, 21 lb down and 85 lb up at 5-8-15, 21 lb down and 85 lb up at 5-8-15, and 53 lb down and 131 lb up at 8-6-14, and 53 lb down and 131 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 5-8=-20 Concentrated Loads (lb) 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) 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.22939 MiTek USA, Inc. FL Cert 6934 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 Mll-7473 rev. 5/1912020 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 vent' the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21715750 M11417 KJ8 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:04 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-RT47gwwGVNGGtO_gderOwGVFGYLItU5ELP_3dHyOwb5 -1-5-0 6-0-7 7.8-2 11-3-0 1-5-0 6-0-7 11-7-11 3-6-14 Scale = 1:21.0 3x4 = ua 11 6x8 = 5 4.4-12 _Plate Offsets (X,Y)— [6:Edge,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 0.42 Vert(LL) 0.27 7-10 >492 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.19 7-10 >691 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 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(LC 8) Max Grav 4=51(LC 1), 2=585(LC 1), 6=570(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1098/1195 BOT CHORD 2-7=-1264/1045, 6-7=-1264/1045 WEBS 3-6=-1185/1434, 3-7=-422/384 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=683, 6=700. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at 2-11-0, 26 lb down and 48 lb up at 2-11-0. 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 77 lb down and 171 lb up at 8-6-14, and 77 lb down and 171 lb up at 8-6-14 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lb down and 27 lb up at 5-8-15, and 49 lb down and 73 lb up at 8-6-14 , and 49 lb down and 73 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 12=-25(F=-13, B=-13) 13=-127(F=-63, B=-63) 14=11(1`=-6, B=-6) 15=-43(F=-21, B=-21) 16=-94(F=-47, 8=47) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 ® WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21715751 M11417 MV2 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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 Horz 1=21(LC 12) Max Uplift 1=-20(LC 12), 2=-30(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:05 2020 Page 1 ID:v3D WvfzbUx9lkXK7230?82yBP 1 f-vfeWuGxuGgO7VAZOALMdTT2Wwynicl?Oa3kc9jyOwb4 2-0-0 4.00 12 3x4 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Scale = 1:6.1 Weight: 5 lb FT = 20% 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. 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) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M11417 1MV4 Valley 1 1 1 T21715752 Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:06 2020 Page 1 ID:v3DWvfzbUx9lkXK7230782yBP1f-NrCu5cyW1_W 7K8Dk2us7hacWM5dLUFXojT9h9yOwb3 4-0-0 4-0.0 3x4 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES BC 0.17 WB 0.00 Vert(CT) Horz(CT) n/a n/a 0.00 999 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P n/a n/a 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. Scale = 1:9.4 2 3 3x4 II PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 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) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not uR� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p` building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Cdteda, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ,y I 1 i 5)" ,#3 i � � r i l f i.- .. 7 3 1"� �- . _ 1 Safety �� e. y Notes �, 1.,. !,1 l i � I' t� �,� � s i l r �•� System � 1 1 1 os `i i n i �I( I _..d l l Y` ! y�� of 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. 0-11e. - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O 2 U a O F 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. 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 truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-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 altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.