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HomeMy WebLinkAboutTrussv:* =LIFE SA ETY WARNING This symbol identifies f if should be read and giv!¢4 B Safety Warnings that special attention to all persons ins a ling trusses. SPAC146 NOTE All trusses are o center excNpl a set 2'-0" on as noted. MUST BE FASTENED NEERING BEFORE MULTIPLE PLY TRUSS TOGETHER PER EN SETTING. REFER TO E, A TO DETERMINE INEERING DRAWING MULTIPLE PLY. A i lI DON'T LI T USSES WITH SPANS O GER THAN 30' BY T d PEAK. CONS IILTI BCSI 30' Sp n or less ' Sprez Jer Bar ' 60 degrees or less ♦r. 1l2 span{. Teg line �I12- Pn'esaae"'llit Tag line appm REFER TO BCSI Truss must be set this way ff crane is used REFER TO BCSI Truss must be set this way d crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator Gets truss this way. All load bearing beams, & lintels at indicated heig are in • AIR HANI Unless noted elsewhere on tt designed for air handlers in requirements. This may be in cl Design requirements. Consult v Con WA The size of these trusses makes it neCE familiar with and experienced in the prob 17 The builder and erector should consults in wood roof trusses about the safe erect the job site when trusses are erl SEAT PLATES B falls, headers, ust be in place before trusses 3Iled. ER NOTE layout, these trusses are not e roof or for any other A/C 'lict with building code and A/C I Building Department and A/C ctor. NINE 7! try that they e set by a profeesional builder s and dangers of setting large span trusses. an engineer licensed in Florida specializing of these trusses. The engineer should be at d to provide supervision and advice. ztDo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers H HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: METAL ROOFS HOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. o x 2. All dimensions in this layouthave been verified by the undersigned, CORNOERJACKS =� 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the .ARE NOT BEVELED r SEE STANDARD w. ndersgned agrees that no backcharges will be allowed. In the event such written notice Is furnished Chambers Truss ENGINEERING O hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. ALL BEAMS BY OTHERSr $o filer 10 days of delivery remedy will re according to Florida statute et558. b 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 e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour as 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, nvoioe will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRu asonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be CORNER JACKS 24. r 1 v1 dded for all sums not paid within terms. ONLY 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 CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the 1 ndersgned agrees to pay such indebtedness including attorneys fees, 9 default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eclplent. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For - onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4 - 2002"' 12. Warranty is per Chambers Truss Warranty attached. fA W W rn g I � Hatch; egend N U ATTIC, STORAGE (n II' �2/12 VAULT 0 ° A° °° BEA ING @ 8'-4 A 1" t i o 0 O 0 ui o o 0 r HAMBERS TRUSS 4 d J1 J1 d a o _.. J3 D J3 4 4 o _..... n J5 J5 4 D GRB 4 4 a B3 4 4 d CEILING AT 8'- 1" D v, Qv ov o 4 B D d a D Al D 4 ..A— M 6aa A D: d A 1 I 0 ODD SPACE D D 4 A 15-06-00 A D At 4ATA D D CEILING AT 6 1" CEILING AT 8 1 \\A ;' \ \ a>< \ . . �v ATe IN TJ \ A2 4 D A3 d CEILING AT 8% 1" D Base gig 2-PLY G d t�, J5 Q o'k_ J3 d J3 d � P a„ D rs� J1 J1 d a: as a a da v v` v v a a s a.a a a. an m- N n r n a n n n n n n ri m n PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'- 1" 12 END DETAIL: TYPICAL 4r 3-15,/ ._._ . 0 0 1 oo-00 W PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'- 1" ""14 END DETAIL: TYPICAL J 2 �3-15 12 0 �ATED IGNED TI A spreader bar may be required per "BCSI" to prevent injury & damage. deli Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. 4YOA Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. b� 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 4. 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 Is TMuleancler Avenue 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@CHAMBERSTR.USS.COM Created from this layout L/ / a Imo_ This layout sent to jobsite LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16N.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, - The Architect's or Architect's representative's Building Type Enclosed Building Category II: Non Restrictive shop drawing approval is NOT a Exposure Category C>Open Terrain with scattered obstructions "double check" of the contractor. Mlles from Ocean 5 The contractor Strait remain responsible Conforms to Florida Building Code 2017 for checking field measurements and R.D.L.=Restraining Dead Load C.B.=Continuous Bracing other construction criteria. Architect's Verify DESIGN CRITERIA shown above With the approval covers general roof shape, review of truss strapping, and Loading on structure from gravity and uplift loads and building department and your engineer. their respec 1 e locations. Design Criteria is the responsibility of the Approved By: ( 7A Building Designer and/or Engineer of Record Date:. Braden Braden A.I.A. P.A. Chambers Truss Inc. Drawing Name: M11455 11 1 11 SCALE. 114 = 1 —0 19-00 0s 72 total trusses, 18 unique designs Designer: BLW Reviewed by: 5-00-00 Date: 11 /08/19 FOR Wynne Development --7.7 / o DESCRIPTION: THE COTTAGE if GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11455 // - geg-fi a a.— MM W1 a MiTeke RE: M 11455 THE COTTAGE Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11455 Lot/Block: Model: 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 8.3 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21534470 A 11/3/2020 2 T21534471 Al 11/3/2020 3 T21534472 A2 11/3/2020 4 T21534473 A3 11/3/2020 5 T21534474 ATA 11/3/2020 6 T21534475 ATB 11/3/2020 7 T21534476 B 11/3/2020 8 T21534477 B1 11/3/2020 9 T21534478 B2 11/3/2020 10 T21534479 B3 11/3/2020 11 T21534480 GRA 11/3/2020 12 T21534481 GRB 11/3/2020 13 T21534482 ill 11 /3/2020_ 14 T21534483 J3 11/3/2020 15 T21534484 J5 11/3/2020 16 T21534485 J7 11/3/2020 17 T21534486 J71? 11/3/2020 18 T21534487 KJ7 11/3/2020 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 -'ttliIIIIIIIIIIIIII based on the parameters provided by Chambers Truss. �� PSI ER • P,• Truss Design Engineer's Name: Finn, Walter ��� .• �(', E N S+'• ti ��� • F••'• My license renewal date for the state of Florida is February 28, 2021. : : �' '. •'� Florida COA: 6634 No 22839 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, -supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Iof1 �:.• STATE OF •:�� 100 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 November 03, 2020 Fi�G ��� 1 Job Truss Truss Type — I City Ply THE COTTAGE T21534470 M11455 A Roof Special 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:09 2020 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-JsWFAE9m?ABackx9ktHvezxhx2gtkCdpDJI?YdyVCgS 1-0-0 8-1-3 9-11-1 15-6-0 17-6-0 24-11-0 2611 35-0-0 6-0-0 -0-0 8-1-3 1-9-14 5-6-15 2-0.0 7-5-0 1-9-0 8-4-0 -0-0 Scale = 1:60.3 4.00 12 5x6 = 2x3 11 �1 d " — 6x8 3x5 = 3x4 = 5x8 MT18HS = 2.00 12 i 9-11-1 15.6-0 17-6-0 24-11-0 9-11-1 5-6-15 2-0.0 7-5-0 Plate Offsets (X,Y)— [2:0-1-2,Edge], [4:0-3-0,0-3-0], [7:0-4-12,0-3-01, [9:0-1-15,Edge] [13:0-1-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.59 11 >711 360 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.08 11 >388 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.80 11 >522 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -Ad[ forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3241/2130, 34=-3030/2042, 4-5=-2295/1599, 5-6=-2218/1620, 6-7=-2308/1622, 7-8=-5432/3544, 8-9=-5684/3648 BOT CHORD 2-14=-1885/3038, 13-14=-1708/2834, 12-13=1240/2181, 11-12=-3315/5376, 9-11=-3386/5407 WEBS 4-14=-261/511, 4-13=-885/601, 7-11=-1114/1991, 3-14=-345/323, 6-12=-604/1026, 7-12=-3412/2219 3x12 zz PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 161 lb FT = 20% Structural wood sheathing directly applied or 2-2-1 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 2 Rows at 1/3 pts 7-12 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=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 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. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, dellvery, erection and bracing of trusses and truss systems, see ANSIfrP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 job Truss Truss Type Ply THE COTTAGE T21534471 M11455 Al Hip �Qty 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 9020 MiTek Industries, Inc. Fri Oct 9 07:58:10 2020 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-o24dNaAOmUJREuVMHap8BATshSOCTffzSz2Y53yVCgR 9-11-1 1-0-0 8.1.3 8-1 14 15-6-0 17-0-0 8.0-0 23-0-1 94.11.2 1 26-8-0 i 28A-2 1 _ 35-0-0 36A-0 r-0 8-1-3 0-0- 1 1615 1.6-0 1-0-0 5-0.1 1-6-15 1-9-0 2-0.2 U-3-14 4-0-0' 1-9-3 Scale = 1:62.3 4.00 12 2x3 5 5x8 MT18HS = 14 13 6x8 3x5 = 3x4 = 5x8 = 2.00 12 3x12 Zz LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.75 BC 0.94 WB 0.99, Matrix -MS DEFL. In Vert(LL) -0.60 Vert(CT) -1.10 Horz(CT) 0.39 Wind(LL) 0.82 (loc) I/deft L/d 11 >701 360 11 >382 240 9 n/a n/a 11 >515 240 PLATES MT20 MT18HS Weight: 160 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-1 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 2 Rows at 1/3 pis 7-12 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=177(1_C 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3240/2183, 3-4=-3025/2104, 4-5=-2311/1658, 5-6=-2225/1676, 6-7=-2322/1684, 7-8=-5442/3689, 8-9=-5685/3760 BOT CHORD 2-14=-195213038, 13-14=-1786/2833, 12-13=129812195, 11-12=-3502/5450, 9-11=-3493/5408 WEBS 4-14=-261/512, 4-13=-867/611, 7-12=-346212358, 3-14=-359/334, 6-12=-593/978, 7-11=-1144/2008 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=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 22-5-6, Interior(1) 22-5-6 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify sealed by Finn, Walter, PE capacity of bearing surface. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at Printed copies of this joint 9. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 9,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T21534472 M11455 A2 Hip 1 1 Job Reference (optional) cnambers truss, Inc., tort Tierce, rL MJiU s UUI ZZ ZUZU MI I eK Inaustrles, mc. rn vct a uf:00:1Z ZUZU rage I I D:AXCVr6ubfdeoJ 5ziCdyW PDyLFMw-kRCOoGCfl5Z8TCfkP?rcGbZGRFnlxhV GvHXf9yyVCgP n1-0-0 7-7-2 11-0-0 17-6.0 24-0-0 27-4.14 35-0-0 -0-0 7-7-2 3-0-14 6-6-0 6-6-0 3 4 14 7-7-2 0-0 Scale=1:60.5 4x8 = 2x3 II 4x8 = 4.00 12 4 25 26 5 27 28 6 16 15 14 13 12 11 10 3x6 = 2x3 II 4x6 = 3x8 = 3x4 = 2x3 II 3x6 = 30 = 46 = 27-4-14 Id -tit . LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.47 BC 0.62 WB 0.46 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.26 13 >999 360 Vert(CT) -0.49 12-13 >857 240 Horz(CT) 0.13 8 n/a n/a Wind(LL) 0.37 13 >999 240 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=117(LC 10) 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=-3306/2465, 3-4=-2825/2179, 4-5=-3132/2434, 5-6=-3132/2434, 6-7=-2825/2179, 7-8=-3306/2465 BOT CHORD 2-16=-2226/3099, 14-16=-2226/3099, 13-14=1826/2656, 12-13=-1834/2656, 10-12=-2234/3099,8-10=-2234/3099 WEBS 3-14=-569/506,4-14=-263/411,4-13=-451/683, 5-13=-405/454, 6-13=-451/683, 6-12=-263/411, 7-12=-569/506 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=15ft; 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 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Extedor(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 825 lb uplift at joint 2 and 825 lb uplift at sealed by Finn, Walter, PE joint8. 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 Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall m� 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, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T21534473 M11455 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fn Oct 9 07:58:13 zUZU rage 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-CdlmOcCH3Ph?5LEwzjMrpp5RYf6?g7eP8xGChOyVCgO 1-0-0 6-10-14 14-8-9 20-3-7 26-0-0 28-1-2 35-0-0 6-0-0 -0-0 6-10-14 2-1-2 5-8-9 5-6-13 5-8-9 2-1-2 6-10-14 0-0 Scale = 1:60.3 4x8 = 4.00 12 2x3 II 4x6 = 3x4 = 4x8 = 2x3 // 17 16 15 14 13 12 3x6 = 4x6 = 3x8 = 3x4 = 3x4 = 4x5 = 3x4 = 9-0-0 26-0-0 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.45 BC 0.62 WB 0.53 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.33 14-15 >999 360 -0.62 14-15 >682 240 0.14 10 n/a n/a 0.46 14-15 >910 240 PLATES GRIP MT20 244/190 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=97(LC11) 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=-3318/2529, 3-4=-3076/2343, 4-5=-3677/2800, 5-7=-3677/2800, 7-8=-3678/2802, 8-9=-3076/2343,9-10=-3318/2529 BOT CHORD 2-17=-2291/3118, 15-17=-2004/2903, 14-15=-2567/3678, 12-14=-2012/2902, 10-12=-2299/3118 WEBS 3-17=-332/418, 4-17=-269/424, 4-15=-702/983, 5-15=320/368, 7-14=-363/368, 8-14=-705/984, 8-12=-269/424, 9-12=-332/418 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=15ft; 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 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically Signed and will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at sealed by Finn, Walter, PE joint 10. 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 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erec0on and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T21534474 M11455 ATA ATTIC 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:14 2020 Page 1 I D:AXCVr6 ubfdeoJ5zi CdyW PDyLFMw-ggJ8 DyDvgipsjVp7 W Qt4LOecQ3U M PbCYNb01EryV Cg N 15-0-0 22.0-3 1-0-0 8-5-15 12-11-13 13- 12 20-0-0 21-101 26-6-1 35-0-0 6-0-0 -0-0 8-5-15 4.5-14 0-1- 5 5-0-0 1.10-0 45-14 8.5.16 -0-0 1-10-4 0-1-15 Scale = 1:61.8 �1 6 4.00 12 3x6 = 3x5 5 6 3x6 = 3x5 7 8 18 16 15 '. 13 3x4 11 5x6 = 3x4 = 3x4 = 5x6 = 3x4 11 8-5-15 13-1-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2017frP12014 CSI. TC 0.51 BC 0.48 WB 0.51 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.33 15-16 >999 360 -0.58 15-16 >726 240 0.11 11 n/a n/a 0.27 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 2 Rows at 1/3 pts 5-8 5-8: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-698(LC 12), 11=-698(LC 12) Max Grav 2=1634(LC 18),11=1634(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4294/2007, 4-5=-3767/1591, 5-6=-961/565, 6-7=-910/561, 7-8=-961/565, 8-9=-3767/1591, 9-11=4292/2008 BOT CHORD 2-18=-1778/4135, 16-18=-1778/4135, 15-16=-1223/3526, 13-15=-1787/4017, 11-13=-1787/4017 WEBS 4-18=-98/330, 4-16=-917/657, 5-16=-246/804, 5-8=-2670/1014, 8-15=246/804, 9-15=-917/657, 9-13=-98/330 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=15ft; 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 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 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) 150.0Ib 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Ceiling dead load (5.0 psf) on member(s). 5-8 Printed copies of this 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 2 and 698 lb uplift at document are not considered joint 11. signed and sealed and the 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 KWIC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T21534475 M11455 ATB ATTIC �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:15 2020 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-8GtWRIEXbOxjKfOJ47OJuEBmeTgZ81 DibFIJmHyVCgM 1-0-0 8-5-15 13-0-0 17-6-0 22-0-0 26-6-1 35-0-0 6-0- 0-0 8-5-15 4 6-1 4-6-0 4-6-0 4 6-1 8-5-15 -0-0 Scale = 1:60.7 6x8 = 6x8 = 4.00 12 4 21 22 23 24 25 26 5 14 — 3x4 11 5x6 = 12 3x4 = 5x6 = 3x4 11 8-5-15 13-0-0 22-M 26-6-1 35-0-0 8-5-15 4-6-1 9-0-0 4.6-1 8-5-15 Plate Offsets (X,Y}- [2:0-5-2,0-1-101, [4:0-3-8 0-2-31, [5:0-3-8,0-2-31, [7:0-5-2 0-1-101 LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.31 11-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.57 11-12 >743 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.27 11-12 >999 240 Weight: 180lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. 4-5: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=136(LC 11) Max Uplift 2=-697(LC 12). 7=-697(LC 12) Max Grav 2=1641(LC 18). 7=1641 (LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4303/2049, 3-4=-3800/1611, 4-5=-3601/1567, 5-6=-3800/1611, 6-7=-4302/2050 BOT CHORD 2-14=-1817/4128, 12-14=-1817/4128, 11-12=-1255/3598, 9-11=-1826/4024, 7-9=-1826/4024 WEBS 3-14=-84/310, 3-12=-826/673, 6-9=84/310, 5-11=-216/772, 4-12=-216/772, 6-11=-826/673 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=15ft; B=45ft; L=35ft; save=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 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-0-0 to 26-11-6, Interior(1) 26-11-6 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) 150.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 4-5 using a Digital Signature. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 Printed copies of this 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 2 and 697 lb uplift at joint 7. document are not considered 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 ®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 Iva I' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criferia, 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 oily Ply THE COTTAGE T21534476 M11455 B Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 9090 MiTek Industries, Inc. Fri Oct 9 07:58:16 2020 Page 1 I D:AXCVr6ubfdeoJSziCdyWPDyLFMw-cC Rved F9MK3aypzVerwYQRj uVt3itQgrgvVs ljyVCgL �1-0-0 8-1-4 9-11-1 1%0-0 15r6 0 20-0-0 24-11-0 26-8-1 35.0-0 36-0-Q -0-0 8-1-4 1-9-14 5-0-15 0-6 4-6-0 4-11-0 1-9-1 8-3-15 -0-0 Scale = 1:62.3 4.00 12 Sx8 = 4x8 = 67 8 17 16 JO 3x5 = 3x4 = 5x12 = 3x12 Zz 2.00 12 8-1-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.73 BC 0.94 WB 0.76 Matrix -MS DEFL. in Vert(LL) -0.54 Vert(CT) -0.98 Horz(C.T) 0.36 Wlnd(LL) 0.74 (loc) I/deft Ud 14 >784 360 14 >429 240 12 n/a n/a 14 >570 240 PLATES MT20 MT18HS Weight: 164 lb GRIP 2441190 2441190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-1 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 9-15 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-825(LC 12), 12=-825(LC 12) Max Grav 2=1349(LC 1), 12=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3239/2355, 4-5=-3010/2262, 5-6=-2338/1838, 6-7=-2192/1812, 7-8=-2205/1818, 8-9=-2754/2106, 9-10=-5383/3914, 10-12=-5697/4073 BOT CHORD 2-17=-2119/3038, 16-17=-1925/2802, 15-16=-1758/2665, 14-15=-3567/5158, 12-14=-3794/5420 WEBS 8-15=-643/1022, 9-14=-1284/2004, 10-14=-335/317, 7-16=-263/463, 9-15=-2822/2043, 5-16=-719/552, 5-17=-288/536, 4-17=411/382, 8-16=-697/471 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=15ft; 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 15-0-0, Exterior(2) 15-0-0 to 24-11-0, Interior(1) 24-11-0 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) 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 atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at Printed copies Of this p joint 12. 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 9,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T21534477 M11455 B1 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:17 2020 Page 1 I D:AXCVr6u bfdeoJ5ziCdyW P DyLFMw-4P? H rzFn7dC RazYCYRnzfG3NGPUct1 ?3ZEQg9yVCgK i1-0.0i 6-4-12 7-3.6 13-0-0 15-6-0 22-M 24-11-0 1 26-8-0 35-0-0 h-0-0 6-4-12 0- 0-1 5-8-10 2-6-0 6-6-0 2-11-0 1-9-0 8-4-0 4.00 12 5x6 = 2x3 II 4x10 = 4 24 5 25 26 27 6 S.a Scale = 1:61.3 15 14 13 3x5 — 2x3 11 3x4 = 5x8 MT18HS = 3x12 = 2.00 12 13-0-0 , 15-6-0 22-M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.72 BC 0.94 WB 0.76 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.55 11-12 >757 360 Vert(CT) -1.02 12-13 >410 240 Horz(CT) 0.35 9 n/a n/a Wind(LL) 0.76 11-12 >550 240 PLATES MT20 MT18HS Weight: 160 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-5 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 6-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=-136(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3313/2430,34=-2689/2057,4-5=-2521/2030,5-6=-2517/2023,6-7=-3409/2582, 7-8=-5345/3923, 8-9=-5700/4162 BOT CHORD 2-15=-2200/3109, 14-15=-2200/3109, 13-14=-1709/2521, 12-13=-2267/3348, 11-12=-3543/5101, 9-11=-3878/5424 WEBS 4-14=-343/531, 6-13=-1030/679, 6-12=-814/1242, 7-11 =-1 344/1986, 8-11 =-394/387, 7-12=-2262/1640,3-14=-701/544 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=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-0-0 to 26-10-0, Interior(1) 26-10-0 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) 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 atjoint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at Printed copies of this joint 9. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 3361D Date: October 9,2020 ®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 Vat 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 andfor 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 ANSIVTPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefylnfa madon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 job Truss Truss Type City Ply THE COTTAGE T21534478 M11455 B2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:18 2020 Page 1 ID:AXCVr6ubfdeoJ5zlCdyWPDyLFMw-ZbZf3JGPuxKIC77ulGyOWsplOgg5LNQ81D zNcyVCgJ n1-0-0 7-7-2 "_0 0 17-6-0 24-0-0 26-5-2 35.0-0 16-0-9 1-0-D 7-7-2 311-14 6-6-0 6-6-0 2-5-2 8-6-14 -0-0 4.00 12 3x4 = 7-7-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4x8 = 25 2x3 11 26 5 27 28 48 =2x3 II 6 7 2x3 16 15 14 13 12 11 2x3 11 3x6 = 3x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 48 = 2x3 11 5x12 MT18HS = Scale = 1:60.4 3x5 = CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TC 0.51 Vert(LL) 0.4711-22 >257 240 MT20 2441190 BC 0.62 Vert(CT)-0.3011-22 >406 240 MT18HS 244/190 WB 0.56 Horz(CT) 0.04 11 n/a n/a Matrix -MS Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 9=0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=575(LC 12), 11=-1078(LC 12), 9=407(LC 12) Max Grav 2=947(LC 21). 11=1427(LC 1), 9=361(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2065/1469, 34=-1560/1164, 4-5=-1250/920, 5-6=-1250/920, 6-7=-293/21 BOT CHORD 2-16=-1281/1923, 14-16=-1281/1923, 13-14=861/1454, 12-13=-79/380, 11-12=70/352 WEBS 3-14=-598/530, 4-14=-261/410, 4-13=-244/257, 5-13=-428/461, 6-13=1151/1459, 6-12=-3721753, 7-11=-940/0, 8-11=-268/694 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=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, 1ntedor(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 575 lb uplift at joint 2, 1078 lb uplift at joint 11 and 407lb uplift at joint 9. m o IA 6 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 MITak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. .Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovailabie from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T21534479 M11455 B3 HIP �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:19 2020 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-1 n71 GfH2fFS9pHh4JzTF24LT74CV4rbHWgWv2yVCgl n1-0-0 6-10-13 9-0 0 , 14.4-12 19-6-0 24-1%0 $6-0-0 281-15 30-1-2 310-0 Q6 0-Q i-0-0 6-10-13 2-1-3 5-4-12 5-1-4 5-0-0 1-2-0 2_4-15 18-3 4-10-14 -0-0 3x4 = 4.00 1248 = 2x3 II 3x6 = 3x8 = 2x3 II 3x6 = 2x3 \\ 4 526 6 7 27 8 9 2x3 i 1b 3x6 = 3x8 = 2x3 II 5x10 = 3x4 = 9-0-0 14-4-12 19 6-0 24-10-0 26-0-0, 35-0-0 9-o-0 5-0-12 5-113 5-0-0 1-2-0 9-0-0 Plate Offsets (X,Y) - [2:0-0-14,Edge], [4:0-5.4,0-2-01, [9:0-3-0,0-2-8), [11:0-0-6,0-0-0), [13:0-3-8,0-3-4) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* 8-13: 2x6 SP No.2 Scale = 1:60.4 3x6 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.45 Vert(LL) 0.4813-23 >252 240 MT20 244/190 BC 0.48 Vert(CT) -0.32 13-23 >380 240 WB 0.50 Horz(CT) 0.04 13 n/a We Matrix -MS Weight: 163 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling -directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 2=-97(LC 10) Max Uplift 2=530(LC 12), 13=-1237(LC 12), 11=293(LC 12) Max Grav 2=869(LC 21), 13=1711(LC 1), 11=161(LC 22) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/1348, 3-4=-1580/1150, 4-5=-1382/984, 5-7=-1382/984, 7-8=-636/851, 8-9=-658/876, 9-10=-672/903, 10-11=-247/672 BOT CHORD 2-17=-1173/1714,15-17=-869/1479,14-15=-106/635,13-14=-1061635,11-13=-611/320 WEBS 3-17=-356/442, 4-17=-281/437, 8-13=-455/397, 5-15=312/354, 7-15=759/899, 7-13=-1620/1109, 10-13=-528/804 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=15ft; B=45f1; 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 9-0-0, Extedor(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 2, 1237 lb uplift at joint 13 and 293 lb uplift at joint 11. d 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 9,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -------- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety in formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T21534480 M11455 GRA Hip Girder 1 Job Reference (optional) cnamoers truss, mc., con nerce, M O.JJV J JUI LL LVLV Iv11I— IIIUVJIIPoJ, IIIG. r l Vl reyc I ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-NlwwJNLATn4Sw2a26W3Q173Ge5nBk3N1 g9RHaGyVCgD 1-0-0 7-0-0 12-3-14 17-6.0 22-8-2 28-M 35-0-0 6-0-0 -0-0 7-0-0 5-3-14 5-2-2 5-2-2 5-3-14 7-0-0 -0-0 Scale = 1:60.3 5x8 MT18HS = 4.00 12 3x4 = 5x8 MT18HS = 3x4 = 3 23 24 4 25 26 27 528 29 30 31 32 6 33 5x8 MT18HS = 34 7 16 35 15 36 14 37 38 13 39 4041 42 12 43 11 44 10 4x6 = 2x3 II 5x6 WB = 4x4 = 3x8 = 4x4 = 5x6 WB = 2x3 II 4x6 = 7-0-0 12-0-14 17-6-0 22-8-2 28-035-0-0 7-0-0 5-3-14 5-2-2 5-2-2 5-3-14 7-0-0 Plate Offsets (X Y)- [3:0-5-4 0-2-8] [5:0-4-0 0-3-0] (7:0-5-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 1.04 12-13 >405 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.04 12-13 >402 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 316 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=78(LC 24) Max Uplift 2=-2199(LC 8), 8=-2255(LC 8) Max Grav 2=2833(LC 1), 8=2835(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7950/6160, 3-4=-10549/8106, 4-5=-11568/9029, 5-6=-11568/9029, 6-7=-10563/8444, 7-8=-7952/6320 BOT CHORD 2-16=-5728f7490, 14-16=-5761/7530, 13-14=-7944/10549, 12-13=-8281/10563, 10-12=-5910/7531, 8-10=-5881/7492 WEBS 3-16=-537/685, 3-14=-2389/3417, 4-14=-1134/1004, 4-13=-1015/1162, 5-13=-538/487, 6-13=-644/1146, 6-12=-945/674,7-12=-2596/3432,7-10=-481/670 NOTES- 1) 2-ply truss to be connected together with I Old (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. This item has been 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 sealed by Finn, Walter, PE 5) Provide adequate drainage to prevent water ponding. using a Digital Signature. 6) All plates are MT20 plates unless otherwise indicated. Printed copies Of this 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. document 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2199 lb uplift at joint 2 and 2255 lb uplift signature must be verified at joint 8. on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart $634 6904 Parke East Blvd, Tampa FL 33610 Date: Continued on page 2 October 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing T e k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mi ! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T21534480 M11455 GRA Hip Girder 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 9090 MiTek Industries, Inc. Fri Oct 9 07:58:24 2020 Page 2 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-NlwwJNLATn4Sw2a26W3Q173Ge5nBk3N 1 g9RHaGyVCgD NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 231 lb up at 7-0-0, 116 lb down and 171 lb up at 9-0-12. 116 lb down and 171 lb up at 11-0-12, 116 lb down and 171 lb up at 13-0-12, 116 lb down and 171 lb up at 15-0-12, 116 lb down and 171 lb up at 17-0-12, 116 lb down and 171 lb up at 17-11-4, 80 lb down and 59 lb up at 19-11-4, 80 lb down and 59 lb up at 21-11-4, 116 lb down and 171 lb up at 23-11-4, and 116 lb down and 171 lb up at 25-114, and 137 lb down and 231 lb up at 28-0-0 on top chord, and 469 lb down and 578 lb up at 7-0-0, 80 lb down and 29 lb up at 9-0-12, 80 lb down and 29 lb up at 11-0-12, 80 lb down and 29 lb up at 13-0-12, 80 lb down and 29 lb up at 15-0-12, 80 lb down and 29 lb up at 17-0-12, 80 lb down and 29 lb up at 17-11-4, 179 lb down and 276 lb up at 19-11-4, 179lb down and 276 lb up at 21-11-4, 80 lb down and 29 lb up at 23-11-4, and 80 lb down and 29 lb up at 25-11-4, and 469 lb down and 578 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 17-20=-20 Concentrated Loads (lb) Vert: 3=116(F) 7=-116(F) 16=-469(F) 10=-169(F) 23=-116(F) 24=-116(F) 25=-116(F) 27=-116(F) 28=116(F) 29=-116(F) 30=-6(F) 32=-6(F) 33=116(F) 34=-116(F) 35=-63(F) 36=-63(F) 37=-63(F) 38=-63(F) 39=-63(F) 40=63(F) 41=-179(F) 42=179(F) 43=-63(F) 44=-63(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety !,,formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T21534481 M11455 GRB HIP GIRDER �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:26 2020 Page 1 • ID:AXCVr6ubfdeoJSziCdyWPDyLFMw-K72hk2MR?OK99LkQDx5ugY8bSvWsCunJ7TwOfByVCgB 1-0-0 7-0-0 11-5 8 15-11-0 20.4-8 24-10-0 28-0-0 35-0-0 -0-0 7-0-0 4-5-8 4-5-8 4-5$ 4-5-8 3-2-0 7-0-0 -0-0 Scale = 1:60.3 2x3 11 = 5x8 MT18HS = 4.00 12 6x8 3x4 = 4x6 = 5x12 = 2x3 II 3 25 426 27 28 29 5 6 30 731 32 33 34 8 35 9 3b it "' Jtf J'3 4U 41 4J 44 40 4x6 = 2x3 11 5x6 WB = Sx10 = 2x3 I 7x14 MT18HS = 20 11 3x4 = 3x4 = 7-0-0 11-5-8 15-11-0 204-8 24-10-0 28.0-0 3"-0 7-0-0 4-5-8 4-5-8 4-5-8 4-2-0 7-0-0 Plate Offsets (X,Y)- [3:0-5-12,0-2-121, [6:0-3-0,Edge), [9:0-5-8,0-2-81, [13:0-5-12,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-15,7-15: 2x4 SP M 30, 8-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 10=0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=1201(LC 8), 13=3423(LC 8), 10=-566(LC 25) Max Grav 2=1604(LC 17), 13=4305(LC 1), 10=212(LC 7) DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.38 16 >782 240 MT20 244/190 Vert(CT)-0.4315-16 >690 240 MT18HS 244/190 Horz(CT) 0.09 13 n/a n/a Weight: 163 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 1 Row at midpt 7-13 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4134/3062, 3-4=-4232/3012, 4-5=-3226/2172, 5-7=-3226/2172, 7-8=-2413/3408, 8-9=-2436/3435, 9-10=-732/1777 BOT CHORD 2-18=-2791/3872, 16-18=-2825/3913, 15-16=-2849/4232, 14-15=-206/680, 13-14=-206/680, 12-13=-1623/722, 10-12=-1668/785 WEBS 3-18=-542/665, 3-16=-92/505, 4-15=-1145/952, 5-15=-551/497, 7-15=-2056/2887, 7-14=0/366, 7-13=-4569/3111, 8-13=-414/347, 9-13=-2479/2391, 9-12=-10241780 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=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1201 lb uplift at joint 2, 3423 lb uplift at joint 13 and 566 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 231 lb up at 7-0-0, 116 lb down and 171 lb up at 9-0-12, 116 lb down and 171 lb up at 11-0-12, 116 lb down and 171 lb up at 13-0-12, 116 lb down and 171 lb up at 15-0-12, 116 lb down and 171 lb up at 17-0-12, 116 lb down and 171 Ill up at 17-11-4, 116 lb down and 171 lb up at 19-11-4, 116 lb down and 171 lb up at 21-11-4, 116 lb down and 171 lb up at 23-11-4, and 80 lb down and 59 lb up at 25-11-4, and 106 lb down and 119 lb up at 28-0-0 on top chord, and 469 lb down and 578 lb up at 7-0-0, 80 lb down and 29 lb up at 9-0-12, 80 lb down and 29 lb up at 11-0-12, 80 lb down and 29 lb up at 13-0-12, 80 lb down and 29 lb up at 15-0-12, 80 lb down and 29 lb up at 17-0-12, 80 lb down and 29 lb up at 17-11-4, 80 lb down and 29 lb up at 19-11-4, 80 lb down and 29 lb up at 21-11-4, 80 lb down and 29 lb up at 23-11-4, and 179 lb down and 237 lb up at 25-11-4, and 585 lb down and 727 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 LOAD CASE(S) Standard 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 Cen 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T21534481 M11455 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL d.S3V s Jut zz zuzu mi i eK mauslrles, mc. rn uct v u/:Jo2o zvzu rage z I D:AXCVr6ubfdeoJSziCdyW P DyLF Mw-K72hk2M R?OK99LkQ Dx5ugY8bSvWsCu nJ7TwOf8yVCg 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, 3-9=-54, 9-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-116(B)6=-116(B)9=-6(B)18=-469(B)12=-585(B)25=-116(B)26=-116(B)27=-116(B)29=-116(B)30=-116(B)31=-116(B)33=-116(B)34=-116(B) 35=-6(B)36=-63(B)37=-63(B)38=-63(B)39=-63(B)40=-63(B)41=-63(B)42=-63(B)43=-63(B)44=-63(B)45=-179(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 my 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 ANSNlP11 Quality Monte, 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 THE COTTAGE ' T21534482 M11455 J1 JACK -OPEN 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:26 2020 Page 1 ° ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-K72hk2MR?OK99LkQDx5ugY8kZvhRC74J7TwOf8yVCgB -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-140(LC 12) Max Grav 3=10(LC 17), 2=118(LC 1), 4=17(LC 12) 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=15ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at joint 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 Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Data: October 9,2020 ®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 properly incorporate this design into the overall Invbuilding 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 ptT2 k• 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 City Ply THE COTTAGE T21534483 M11455 J3 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:27 2020 Page 1 I D:AXCVr6ubfdeoJ 5ziCdyW PDyLFMw-oKc3yON3 m iS0 nVJ dnfc7Nmhta IzHxaKTM7fxBayVCgA 3-0-0 3-0-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2=-207(LC 12), 4=-51(LC 12) Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(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=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 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 67 lb uplift at joint 3, 207 lb uplift at joint 2 and 51 Ib uplift at joint 4. 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 9,2020 ®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 � pat building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTe k♦ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T21534484 M11455 J5 JACK -OPEN 8 1 Job Reference o ticnal Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:27 2020 Page 1 I D:AXCVBu bfdeoJ5ziCdyW PDyLFMw-o Kc3yO N 3m iSOnVJdnfc7NmhsclpnxaKTM7fxBayVCgA 1-0 0 5-0-0 1-0-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-126(LC 12), 2=-278(LC 12), 4=-87(LC 12) Max Grant 3=119(LC 1). 2=242(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 DEFL. In (loc) I/deft Lid PLATES GRIP Vert(LL) 0.13 4-7 >455 240 MT20 244/190 Vert(CT) -0.05 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-114 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 126 lb uplift at joint 3, 278 lb uplift at joint 2 and 87 lb uplift at joint 4. 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 9,2020 ®WARNING -Verity 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, notB - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Te k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply THE COTTAGE T21534485 M11455 J7 JACK -OPEN 20 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07.58:28 2020 Page 1 ID:AXCVr6ubfdeoJ5zlCdyWPOyLFMw-GW9RgkOhXOatOfupLM7MwzD7Xi8hglZcbnPVj1 yVCg9 1-0-0 7-0-0 Scale: 3/4'=l' 3x4 = 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-1-14,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 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 FBC2017fTP12014 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=-21O(LC 12), 4=-9(LC 12) Max Grav 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=451t; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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 156 lb uplift at joint 3, 210 lb uplift at joint 2 and 9 lb uplift at joint This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with M rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e ��y Val 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 MOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply THE COTTAGE T21534486 M11455 J7P JACK -OPEN 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:29 2020 Page 1 ID:AXCVr6u bfdeoJ5ziCdy W PDyLFMw-kijpN4PJ IJ ikOpS7v4ebS BmBB6djPROmpR82GTyVCgB 1-0-0 4-1-3 2-10-13 3x6 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 6-9 >376 240 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 6-9 >721 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-50(LC 12), 2=-353(LC 12), 5=-256(LC 12) Max Grav 4=60(LC 17), 2=315(LC 1), 5=199(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/554 BOT CHORD 2-6=-741/316 WEBS 3-6=-349/819 Scale: 3/4'=1' PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 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 50 lb uplift at joint 4, 353 Ib uplift at joint 2 and 256 lb uplift at joint 5. W This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 9,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek* building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T21534487 IM11455 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Oct 9 07:58:30 2020 Page 1 • ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-CvHBaQPx3dgbezl CSnAq?OIOuW?r8sxv25ucovyVCg7 1-5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 3x4 = " n 5 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-39(LC 8), 2=-574(LC 8), 5=-521(LC 8) Max Grav 4=38(LC 1), 2=501(LC 1), 5=435(LC 1) Scale = 1:21.2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.28 Vert(LL) 0.14 7-10 >820 240 MT20 2441190 BC 0.31 Vert(CT) -0.11 7-10 >999 240 WB 0.33 Horz(CT) -0.01 5 n/a n/a Matrix -MS Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/902 BOT CHORD 2-7=-958/823, 6-7=-958/823 WEBS 3-7=-359/323, 3-6=-949/1105 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; 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 39 lb uplift at joint 4, 574 lb uplift at joint 2 and 521 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 80 lb up at 4-4-0, 38 lb down and 80 lb up at 4-4-0, and 67 lb down and 149 lb up at 7-1-15, and 67 lb down and 149 lb up at 7-1-15 on top chord, and 67 lb down and 3 lb up at 1-6-1, 67 lb down and 3 lb up at 1-6-1, 21 lb down and 4 lb up at 4-4-0, 21 lb down and 4 lb up at 4-4-0, and 36 lb down and 44 lb up at 7-1-15, and 36 lb down and 44 lb up at 7-1-15 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: 14=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=-3(F=-1, B=-1) 12=-84(F=42, B=-42) 13=-7(F=-3, B=-3) 14=-20(F=-10, B=-10) 15=-61(F=-30, B=-30) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33010 Date: October 9,2020 ® 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 MITek8 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall � p� t building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -11 e. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 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 O 2 O a O H 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 0 D: O 2 0 a. O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES; Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the 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: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSl/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.