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HomeMy WebLinkAboutTruss=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. ®� I - DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less AS an Spre er Bar I 60 degrees orless 112 span --so issessIlli Tag line �Z W >pan Tag line approx. REFER TO BCSI REFER TO BCSI Truss must be set this way H crane is used. Truss must be set this way it crane is used. Truss is an example, your truss may not match Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, neaaers, beams, & lintels must be in place at indicated height before trusses I -A! are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C t d A/C f®® not stand on trusses until they are braced per BCSI properly nailed to straps and hangers !! HIpOARRI�LOCATEpABDIMEN$I�NEDGNLAY)tl( FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 6 RETURNED he undersigned acknowledges and agrees METAL ROOF SHOW 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. `< 2. All dimensions in this layout have been verified by the undersigned. CORNDER JACKa ¢ 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ARE NOT BEVELED, -' SEE STANDARD dw ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING. d hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. BEAMS (DTHERS r u � lifter 10 days of delivery remedy will re according to Florida statute et558. b 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI 8 WTCA: ALL 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 redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is - Syr, ponsible to Chambers Truss for towing costs due to site conditions. ic 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour 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. nvoelver will f buyerade on ca notdel accept delivery ofnd paid mfabrcin rms of net on ated trusses The ndersigned egrInvoice may eess to paayscCha bersdate Tr of 24" O.C. THRU easonable attorneys fee for collections m event of payment not timely made. 1-112 % per month service charge will be CORNER JACKS 24" dad for all sums not aid within terms. ONLY 1' 1.1l1 P 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 yment when due of any and all indebtedness owed to Chambers Truss by .any entity receiving material and the ''i ndersigned agrees to pay such indebtedness including attorneys fees, 4 default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY 1 eClPlent. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erem, 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 onstrudion Using Metal Plate Connected Wood Trusses ANSIITPIMTCA 4 - 2002"" '.. 12, Warranty is per Chambers Truss Warranty attached. Design requirements. Consult with Building Depaitmen an Contractor. WARNING ZL: r *.' The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS • Hatch Legend ' ATTIC STORAGE �2/12 VAULT a 44 BEARING @ 8' lit 4 0 M 0 0 m 0 0 0 Sb p p D.p p p p .:, 4 4 J7 J7 4 J3 J3 C4 o V, ° l 4 J5 J5 d 4 5:9.D GRB a 4 B D B2 CEILING AT 81- 1" D Q Q aQ o D B1 D a D _ 4 - . _.-. _. • ,� --_.ron.� _.��, ,h- - .. A A D 4 N. 1 1 o ODD SPACE D A .. I D r_- 15-06-00. �A D `ti D Al 4 D 4 ,... v . v. `v ATA vv v CEILING AT 8,- 1„a CEILING AT 8,_ 1„ v .v .v � 4 .N .�s�.r 1 a `INQ►TTIf�` Ar® `\ \ d D A3 a CEILING AT 8'- V D 2-PLY G °.. �' I.✓, JS J5 4 � D J3 J3 4 9r a D J1 ...r. Q Q ;::d :Q qv I o_ o- ro n' n.. n n n n -11-11 M PLUMB CUT END 12X4 TOP CHORD WALL HEIGHT 8'- 1" END DETAIL: TYPICAL 3-15r�� — CD 1-00-00 00 12 4 r- PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHTS'- 1" 14 END DETAIL: TYPICAL OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. 1`_ Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. ,_,.._ Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent Injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES moo 3105 Ole ari er venue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM Created from this layout This layout sent to jobsite 50 1 I' LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16D481 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directior l)/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' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record The Architect's or Architect's representati shop drawing approval is NOT a Chambers Truss Inc. Drawing Name: M11455 double check" of the contractor. SCALE: 1 /A 11 _ 1 1_011 The contractor' shall remain responsible t 1-02-06 4-09-04 19-00-06 for checking field measurements and 72 total trusses, 18 unique designs other construction criteria.. Architect's Designer: BLW Reviewed by: — approval covers general roof shape, Date: 11/08/19 35-00-00 review of truss list ping, and loading on structure from -ty and uplift toads ar FOR -7&o 7`7 their re y tivolocat'onl .Approved By: Wynne Development Date. — Braden DESCRIPTION: � Braden A.LA. P.A. THE COTTAGE / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455 Will FILEDD anus h� y MiTek RE: M11455 MiTek USA, Inc. THE COTTAGE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11455 Lot/Block: Model: Address: UNKNOWN Subdivision: City: ST LUCIE COUNTY State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf c ov This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this conforms to 61 G15-31.003, sheet, I hereby certify that I am the Truss Design Engineer and this index shale section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18622009 A 8/31/2020 2 T18622010 Al 8/31/2020 3 T18622011 A2 8/31/2020 4 T18622012 A3 8/31/2020 5 T18622013 ATA 8/31/2020 6 T18622014 ATB 8/31/2020 7 T18622015 B 8/31/2020 8 T18622016 B1 8/31/2020 9 T18622017 B2 8/31/2020 10 T18622018 B3 8/31/2020 11 T18622019 GRA 8/31/2020 12 T18622020 GRB 8/31/2020 13 T18622021 11 8/31/2020 14 T18622022 J3 8/31/2020 15 T18622023 J5 8/31/2020 16 T18622024 J7 8/31/2020 17 T18622025 J7P 8/31/2020 18 T18622026 KJ7 8/31/2020 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 1 ,`011111111/1"', A. No 39380 3 STATE OF ,: ��/ ` O R 1 O P N I:' ;0 N A� 1��`��� 111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 August 31, 2020 nara- Albani, Thomas Job Truss Truss Type City Ply THE COTTAGE T18622009 M11455 A Roof Special 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:14 2019 Page 1 I D:AXCVr6ubfdeoJ5ziCdyW P DyLFMw-3i KXz9_HBVJuAg_QE7gC_il DgtfAABXO W TLn19yKK7J 1-0-0 8-1-3 9-11-1 15-6-0 17-6.0 24-11-0 26.8-0 35-0-0 6-0 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 �1 6 3x5 = 4.00 12 5x6 = 2x3 11 14 13 6x8 3x4 = 5x8 MT18HS = 2.00 12 3x12 Zz 9-11-1 i 15 6 0 17-6-0 24-11-0 35-0-0 9-11-1 ' S-6-19 2-0-0 7-5-0 10-1-0 Plate Offsets (X,Y)— [2:0-1-2,Edge1, [4:0-3-0,0-3-01, [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 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.59 11 >711 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.08 11 >388 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.38 9 n/a file BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.80 11 >522 240 Weight: 161 lb FT = 20% 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. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3241/2130, 3-4=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 =-1 114/1991, 3-14=-345/323, 6-12=-604/1026, 7-12=-3412/2219 Structural wood sheathing directly applied or 2-2-1 oc pudins. 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 Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=825,9=825. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 11,2019 MiTek' 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T18622010 M11455 Al Hip �Qty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:15 2019 Page 1 I D:AXCVr6 ubfdeoJ5ziCdyW PDyLFMw-XvuvAV_vyoRlogZdoiBRWvI OQH?VveZAk75KYbyKK71 9-11-1 r1-0-0i 8-13 8-1,14 15.6-0 i 17-0-0 18-0-0 23-4-1 i24-11-0 26-1-0 i 1118-2 35-0-0 36-0-0, 1-0-0 8-13 0-0111 5-6-15 1-6-0 1-0-0 5-4-1 1-0-15-0-2 6-3-14 i-0-0 1-9-3 Scale = 1:62.3 "'1 6 4.00 12 2x3 5 5x8 MT18HS = 14 13 6x8 3x5 = 3x4 = 5x8 = 2.00 12 8-1-14 9-11-1 15-6-0 17-0-0 8-0-0 24-11-0 25- 12 35-0-0 8-1-14 1-9-31-6-0 -0-0 6-11-0 0-1- 2 9-11-4 Plate Offsets (X,Y)— [2:0-1-2,Edge], [4:0-3-0,0-3-0], [7:0-3-0,Edge], [9:0-1-15,Edge], [13:0-2-4,0-3-0] 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/TP12014 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 Ud 11 >701 360 11 >382 240 9 n/a nla 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 pts 7-12 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-177(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3240/2183, 34=-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=-1952/3038, 13-14=-1786/2833, 12-13=-1298/2195, 11-12=-3502/5450, 9-11=-3493/5408 WEBS 4-14=-261/512,4-13=-867/611, 7-12=-3462/2358,3-14=-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=3.0psf; 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 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825, 9=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANS11TP/1 Quality Cr/ferla, 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 Ply THE COTTAGE T18622011 M11455 A2 Hip �Qty 1 1 Job Reference (optional) L,namDers I russ, Inc., ran rierce, rL t},3LU s Uct zu zuiv mi I eK Inaustnes, Inc. man NOV 11 U728:1 / 2UIU Yage 1 I D:AXCVr6u bfd eoJ5ziCdyW P DyLFMw-UH7gbBOAU QhT18i?w7DvcKNnA5m2Ng PTCRa RcUyKK7G 1-0-0 7-7-2 11-0-0 17-6-0 24-0-0 27 4-14 35-0-0 6-0- -0-0 7-7-2 3-4-14 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 46 = 3x8 = 3x4 = 2x3 II 3x6 = 3x4 = 46 = 24-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.26 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL' 1.25 BC 0.62 Vert(CT) -0.49 12-13 >857 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.37 13 >999 240 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. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Harz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/2465,34=-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(l) 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=825, 8=825. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 WOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty THE COTTAGE T18622012 M11455 A3 Hip 1 �Ply 1 Job Reference (optional) unamuers r Fuss, Inc., ran rierce, rL ti.3ZU s Uct 29 2U1U MI I eK Industries, Inc. Mon Nov 11 1.17:29:18 2U19 Page 1 ID:AXCVr6ubfdeoJSziCdyWPDyLFMw-yUZ2pX1oFjpKfHHCTrk88YwyHV6166YC05K 9wyKK7F 1-0-0 6.10-14 9-0-0 14-8-9 20-3-7 26-0-0 28-1-2 35-0-0 6-0- 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 �1 4.00 12 4x8 = 2x3 O 4 2x3 11 26 5 4x6 = 3x4 = 6 7 27 48 = 2x3 8 9 Scale = 1:60.3 17 16 15 14 13 12 3x6 = 4x6 = 3x8 = 3x4 = 3x4 = 4x5 = 3x4 = 06 = 9-0-0 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.45 BC 0.62 WB 0.53 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -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. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=97(LC 11) Max Uplift 2=-825(LC 12). 10=-825(LC 12) FORCES. (Ib) -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. 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 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825,10=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 _ ... _..... _...--- .. 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 sham, and is for an Individual building component, not I truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T18622013 M11455 ATA ATTIC 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:19 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-Qg7QOsl Q01 xAHRs01 YFNhIS79uUfra6lfl3XhMyKK7E 15-0-0 22-0-3 1-0-0 8-5.15 U-11-13 13- 12 20-0-0 21-10 4 21-6.1 35-0-0 6-0-0 -0-0 8-5-15 4-5-14 0-1- 5 5-N 1-10� 4-5-14 8-5-15 -0-0 1-10-4 0-1-15 Scale = 1:61.8 4.00 12 3x6 = 3x5 5 3x6 = 3x5 7 8 18 .. 16 15 13 3x4 II 5x6 = 3x4 = 3x4 = 5x6 = 3x4 21-10-4 26.6-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.48 WB 0.51 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -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 puffins. 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. (lb/size) 2=151110-8-0, 11=1511/0-8-0 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. (Ib) -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. 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, Exterjor(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) 150.01b 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. 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) Ceiling dead load (5.0 psf) on member(s). 5-8 8) Bottom chord jive 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 100 lb uplift at joint(s) except (jt=lb) 2=698, 11=698. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ® 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' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary -and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T18622014 M11455 ATB ATTIC 1 1 Job Reference (optional) unamoers i fuss, Inc., roR rierce, M mizu S uci zS zuiS mi 1 eK inauSUles, Inc. mon Nov i i Ur:z9:zl zuiy rage i ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-M3FARY3gXeBu W IOn9zlsmAYS6i95JU N272YelFyKK7C 1-0-0 8-5-15 132-0 17-M 22-M 26-6-1 35-0-0 6-0 -0-0 8-5-15 4-6-1 4-6-0 4-6-0 4-671 8-5-15 -0-0 4.00 12 8-5-15 6x8 = 6x8 = 4 21 22 23 24 25 26 5 14 — 12 11 9 3x4 II 5x6 = 3x4 = 3x4 = 5x6 = 3x4 I 13-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.31 11-12 >999 360 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 FBC2017rrP12014 Matrix -MS Wind(LL) 0.27 11-12 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* 4-5: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1513/0-8-0, 7=1513/0-8-0 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) Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. 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=-2161772, 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; 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 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Extedor(2) 22-M 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) 150.01b 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. 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) Ceiling dead load (5.0 psf) on member(s). 4-5 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=697, 7=697. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 11,2019 ® 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 ANSI/TPH 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 Qty Ply THE COTTAGE T18622015 M11455 B Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:22 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-gFpZeu4llyK18vbzigp5JO4az6OE2tgCLilClhyKK7B 1-0-0 8-1-0 9-11-1 15-0-0 1 6 0 20-0-0 24-11-0 26-8-1 35-0-0 6-0 -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 5x8 = 4x8 = 67 8 A L6 3 c6 0 17 16 ^v 3x5 = 3x4 = 5x12 = 3x12 = 2.00 12 15-6-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.73 BC 0.94 WB 0.76 Matrix -MS DEFL. in Vert(LL) -0.54 Vert(CT) -0.98 Horz(CT) 0.36 Wind(LL) 0.74 (loc) I/deft Lid 14 >784 360 14 >429 240 12 n/a n/a 14 >570 240 PLATES MT20 MT18HS Weight: 164 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-1 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. (lb/size) 2=1349/0-8-0, 12=134910-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-825(LC 12), 12=-825(LC 12) 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. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=825,12=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 .... ............. ....-- — ® 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 p�° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,ye�'r®k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East Job Truss Truss Type City Ply THE COTTAGE T18622016 M11455 B1 Hip 1 1 Job Reference (optional) %,namoers truss, inc., ron coerce, rL 8.32U s Uct 29 ZU19 MI IeK Industries, Inc. Mon Nov 11 07:29:23 2019 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-IRMxsE5x3GScl3A9GOKKrbdlsWkPnKBLaM l lg7yKK7A 1-0-0 6-0-12 -3-6 13-0-0 15-6-0 22-M 24-11-0 26-8-0 35-0-0 6-0- -0-0 6-4-12 0.10.1 5-8-10 2-6-0 6-6-0 2-11-0 1-9-0 8-4-0 -0-0 4.00 12 5x6 = 2x3 II 4 P4 5 25 26 4x10 = 27 6 —A Scale = 1:61.3 15 14 13 3x5 —_ 2x3 I I 3x4 = 5x8 MT18HS = 3x12 = 2.00 12 24-11-0 25-0,12 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 Code FBC2017[TPI2014 CSI. TC 0.72 BC 0.94 WB 0.76 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.55 11-12 >757 360 -1.02 12-13 >410 240 0.35 9 n/a n/a 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. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=-136(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) 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=-10301679, 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 Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Extedor(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. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825, 9=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ®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 p� pp�s building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV Ii 1T�. 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 ANSBTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type City ty Ply THE COTTAGE ]HIP [B2 T18622017 M11455 1 Job Reference (optional) •••---•-••--•--, •••-••, �••• ••••••, •• o.ocu a-4 vIJ IVIIICRIIWubtflub, Inn. IVIuf1 INUV II u1;4y:4'1LV1V rages ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-mewJ3a5ZgZaTNCILg5rZOoA tv9cWgaVpOnlMayKK79 1-0-0 7-7-2 11-0-0 17-6-0 24-0-0 26-5-2 35-0-0 6-0- -0-0 7-7-2 3-4-14 6-6-0 6-6-0 2-5-2 8-6-14 0-0 4x8 = 2x3 II 4.00 12 4 25 26 6 27 28 4x8 =2x3 II 6 7 2x3 Scale=1:60.4 3x4 = 2x3 II 1.6 = 4x8 = 2x3 II 3x5 = 3x4 = 5xl2 MT18HS = 7-7-z 11-0-0 17-6-0 24-0-0 25 2-0 35-0-0 7-7-2 3-4-14 6.6-0 6-6-0 1-2-0 9-10-0 Plate Offsets (X,Y)— [4:0-5-4 0-2-01,[6:0-5-12,0-2-01 [9:0-0-14 Edge] [11:0-6-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.47 11-22 >257 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 11-22 >406 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13 REACTIONS. (lb/size) 2=941/0-8-0, 11=1427/0-8-0, 9=330/0-8-0 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, 3-4=-1560/1164, 4-5=-1250/920, 5-6=-1250/920, 6-7=-293/21 BOT CHORD 2-16=-1281/1923, 14-16=-128111923, 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=-372/753, 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. 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 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 100 lb uplift at joint(s) except Gt=lb) 2=575,11=1078,9=407. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: . November 11,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall q�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IV I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply THE COTTAGE T18622018 M11455 B3 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:25 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-FgUhHw6BbtiK?MKYOpMowOi9UJXOFllel gWsuOyKK78 6-10-13 9-0-0 14-4-12 19-6-0 24-10-0 $6-0-0, 28.4-15 , 30-1. 2 35-0-0 a6-o_q 6-10-13 2-1-3 5 4-12 5-1-4 5-4-0 1-2-0 2-4-15 1-8-3 4-10-14 -0-0 �1 6 3x4 = 4.00 12 4x8 2x3 II 3x6 = 3x8 = 2x3 \\ 4 526 6 7 27 2x3 11 3x6 = 8 9 2x3 i 17 16 15 14 13 3x6 = 3x8 = 2x3 II 3x4 = 5x10 = 9-0-0 14-4-12 19-6-0 24-10-0 Q6-0-0, 35-0-0 9-0-0 5-0-12 5 1 4 5 4 0 1-2-0 9-0.0 Plate Offsets (X,Y)— [2:0-0-14,Edgel, [4:0-5-4,0-2-0), [9:0-3-0,0-2-8), [11:0-0-6,0-0-0), [13:0-3-8,0-34) Scale = 1:60.4 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.48 WB 0.50 Matrix -MS DEFL. in (loc) Well Lid Vert(LL) 0.48 13-23 >252 240 Vert(CT) -0.32 13-23 >380 240 Horz(CT) 0.04 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'ExcepV WEBS 1 Row at midpt 7-13 8-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=860/0-8-0, 13=1711/0-8-0, 11=127/0-8-0 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(LC1), 11=161(LC22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/1348, 34=-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=-106/635,11-13=-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=-162011109, 10-13=-528/804 NOTES - I) 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; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=530, 13=1237, 11=293. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ® 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 ■.Y■■ 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 ANS8TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206011 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T18622019 M11455 GRA Hip Girder 1 Job Reference (optional) �.nauwe�s runs, mc., ron rierce, r� n.6GU S UC[ Zy ZUIa MI I eK In00S[fleS, IOC. MOO NOV 11 U/:Zy:3U ZU7`J rage 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-bnlaKdAKQPKd57CVAMyzd3Qz7K6iwVXNByEdaDyKK73 1-0-0 7-0-0 12-3-14 17-6-0 22-8-2 28-0-0 35.0-0 6-0- -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 34 5x8 MT18HS = 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 12-3-14 17 6-0 22-8-2 288 0 35-0-0 7-0-0 5-3-14 5-2-2 5-2-2 5-3-14 7-0-0 Plate Offsets (X,Y)— [3:0-5-4,0-2-81,[5:0-4-0,0-3-01[7:0-5-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 1.04 12-13 >405 240 MT20 244/190 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/rP12014 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 purlins. 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. (lb/size) 2=2833/0-8-0, 8=2835/0-8-0 Max Horz 2=78(LC 24) Max Uplift 2=-2199(LC 8), 8=-2255(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-5728/7490, 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 10d (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 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=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); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2199, 8=2255. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall � a building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV1iTek• 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 ANSYTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply THE COTTAGE T18622019 M11455 GRA Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.32U s Uct 29 ZU19 MI I eK Industries, Inc. Mon NOV 11 U I:29:3U 2U19 Page 2 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-bnlaKdAKQPKd 57CVAMyzd3Qz7K6iwVXNByEdaDyKK73 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 17-114, 80 lb down and 59 lb up at 19-114, 80 lb down and 59 lb up at 21-11-4, 116 lb down and 171 lb up at 23-114, 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 17-114, 179 lb down and 276 lb up at 19-114, 179 lb down and 276 Ib 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 27-114 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=469(F) 23=-116(F) 24=-11'6(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=-03(F) 41=-179(F) 42=-179(F) 43=-03(F) 44=-63(F) ®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 ANSIITP/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T78622020 M11455 GRB HIP GIRDER 1 1 Job Reference (optional) lmamDers truss, Inc., tort vierce, t•L d.JZU S uct ZS Zulu mi t eK Inausines, Inc. mon NOV 11 U/:ZS:3Z Zulu rage 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-XAPLIJCay1 aKKRMuln—RiUVHx8sNOKxgeGjje6yKK71 1-0-0 7-0-0 11-5-8 15-11-0 20-4-8 24-10-0 28 10 35-0-0 6-0 -0-0 7-0-0 45.8 NY4-5-8 4-5.8 3-2-0 7-0-0 -0.0 4.00 12 6x8 = 3 25 2x3 11 3x4 = 4x6 = 426 27 28 29 5 6 30 5x12 = 2x3 II 731 32 33 34 8 35 5x8 MT18HS = 9 Scale = 1:60.3 Jti 1 / "' its 39 4u 41 4:1 44 40 4x6 = 2.3 11 5x6 WB = 5x10 = 2x3 17x14 MT18HS = 2x3 11 3x4 = 3x4 = 7-0-0 11-5-8 15-11-0 20-4-8 24-10.0 28-01 35-0-0 7-0.0 ' 45-8 ' 4-5-8 4-5-8 4-5.8 3-2-0 7-0-0 Plate Offsets (X,Y)— [3:0-5-12,0-2-12), [6:0-3-0,Edge), [9:0-5-8,0-2-8), [13:0-5-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 16 >782 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.43 15-16 >690 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-13 4-15,7-15: 2x4 SP M 30, 8-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1602/0-8-0, 13=4305/0-8-0, 10=-239/0-8-0 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) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-4134/3062, 34=4232/3012, 4-5=-3226/2172, 5-7=-3226/2172, 7-B=-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=-1024/780 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 100 Ib uplift at joint(s) except Qt=lb) 2=1201, 13=3423, 10=566. 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 lb up at 17-11-4, 116 lb down and 171 lb up at 19-11-4, 116 lb down and 171 lb up at 21-114, 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 Thomas A. Albani PE No.39380 and 29 lb up at 17-0-12, 80 lb down and 29 lb up at 17-114, 80 lb down and 29 lb up at 19-114, 80 lb down and 29 lb up at MiTek USA, Inc. FL Cart 6634 21-114, 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 27-114 6904 Parke East Blvd. Tampa FL 33610 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). November 11,2019 'ontinued on page 2 LOAD-CASE(S) Standard.. _ -. ® 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 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 ANSdTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T18622020 M11455 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 U7:Z9:32 ZU19 Page 2 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-XAPLIJCayl aKKRMuln_RiUVHx8sNOKxgeGjje6yKK71 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 (Ib) 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(8) 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. 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 let 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?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T18622021 M11455 AJACK-OPEN �Qty 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:33 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-OMzjyfcgKiBybx4sUVgFi2boYNB7OTptwSHAYyKK70 -1-0-0 1-0-0 1 1-0-0 -0-0 Scale = 1:6.1 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 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 FBC2017frP12014 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 pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Holz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-140(LC 12) Max Gram 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 100 lb uplift at Joint(s) 3 except Qt=lb) 2=140. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511M020 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 andlor chord members only. Additional temporary and permanent bracing MiTek♦ Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 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 T18622022 M11455 J3 JACK -OPEN �Qty 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = B.32U s Oct 29 2U19 MITeK Industries, Inc. Mon Nov 11 Uf:29:33 1U19 Page 1 ID:AXCV r6ubfdeoJ 5ziCdyW PDyLFMw-OMzjyICCjK!Bybx4sUVgFi2Z3YJo7OTphvSHAYyKK70 3.0-0 3-0-0 Scale =1:9.4 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 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/TPI2014 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. (lb/size) 3=63/Mechanical, 2=172/0-8-0, 4=36/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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=207. Thomas A- Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: November 11,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANS1,TP11 Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply THE COTTAGE T18622023 M11455 J5 JACK -OPEN �Ctty 8 1 Job Reference (optional) lnamuers I cuss, Inc., rurt rlerce, rL d.3zU s uct ze zule mi I eK Inousuries, Inc. mon Nov 11 uf:zu: A zuiu rage 1 ID:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-U7-X5A?DgUeg2alWGPCI vovajgxUXsTjz6aCgjyKK7? 1-0-0 5-M 1-0-0 T 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.13 4-7 >455 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.05 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 FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=119/Mechanical, 2=242/0-8-0, 4=59/Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-126(LC 12), 2=-278(LC 12), 4=-87(LC 12) Max Grav 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 PLATES GRIP MT20 244/190 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=126, 2=278. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 e904 Parke East Blvd. Tampa FL 33610 Data: November 11,2019 ® WARNING - Verlfy 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 my design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply THE COTTAGE T18622024 M11455 J7 JACK -OPEN 20 1 Job Reference o tional Ghambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:35 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-yl5TN LESEyyvBv4TzvY8K77sl LpRbwz6LExOFRyKK7_ 1-0-0 7-0-0 1-0-0 7-0-0 Scale: 3/4"=l' 3x4 = LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.21 4-7 >388 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.18 4-7 >469 240 Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=170/Mechanical, 2=315/0-8-0, 4=83/Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-156(LC 12), 2=-21O(LC 12), 4=9(LC 12) Max Grav 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=156, 2=210. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 11,2019 ®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 MireklD connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A�- building design. Bracing indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing iVliTe 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 ANS11TPlf 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 T18622025 M11455 J7P JACK -OPEN 4 1 Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:35 2019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-yl5TNLESEyyvBv4TzvY8K77tfLyFbtA6LExOFRyKK7_ -1-0-0 4-1-3 7-0-0 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) Vdefl Ud TCLL 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 file 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. (lb/size) 4=54/Mechanical, 2=315/0-8-0, 5=199/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'=l' 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.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=353, 5=256. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ®WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/200 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 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 ANSHfPif 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 c Job Truss Truss Type City Ply THE COTTAGE T18622026 M11455 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:37 2019 Page 1 I D:AXCVr6ubfdeoJ5ziCdyWPDyLFMw-u8DEoOFjmZDdRCEr5KacPYCF79gc31LPoYQUJJyKK6y 1-5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale=1:21.2 N A d T 3x4 = 5 6x8 = 56 in 6-8-12 9-10-1 ' 6-8-12 3-1-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.14 7-10 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.11 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 38 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=38/Mechanical, 2=501/0-10-15, 5=435/Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-39(LC 8), 2=-574(LC 8). 5=-521(LC 8) 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, 3-0=-949/1105 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. 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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=574,5=521. 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 44-0, 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 44-0, 21 lb down and 4 lb up at 44-0, 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: 1-4=-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) Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 • Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'116rr For 4 x 2 orientation, locate plates 0- ' i67 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: ANSIITPI1: 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. f] O 2 U d O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 0 O 2 U a- O 1-- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved !All 1� MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes 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 ANSUrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrTPI 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 defiection. 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 ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.