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DON'T LIFT RUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. .CONSULT BCSI 30' Sp n or less ( � Spre er Bar s 60 degrees or less ' 4*,,aaaal 1m sPan aaa♦ Tag line >�YPprox 2l3 to aaaa♦ Tag line. approx. 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. A e 0 ` AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not ` a designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. DARRANGE WITH UKIkNt OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! - r HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT- d lz�s Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. `ZA CORNDER JACKS ' o 35-00-00 ARE NOT BEVELED. V SEE STANDARD I ti w A ENGINEERING f I O 0 0 14-00-00 21-oaoD i ---- N°ol ,I J1 Jt 24' O.C: THRU CORNER JACKS .ONLY 0 0 J3 o J3 0 CORN ER DE TAIL TAI L r 0 o OVERHANGS NOT SHOWN FOR CLARITY J5 1 )41 J5 ORB A7 AZ ! WARNING ! _ ry .� The size of these trusses makes it necessary that they a set by a profeesional builder A2 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 o o 10-08 ODD SPACE in wood roof trusses about the safe erection of these trusses. The engineer should be at — B the job site when trusses are erected to provide supervision and advice. e o o O N SEAT PLATES BY CHAMBERS TRUSS 0 0 �u 13-07-08 5-09 O8 Al ,1 Al - Al At IVERTED V' WEBS AT CENTER "all 'r ITH/ 9' B.C. PANEL, LOADED WITH/ (2) 75 LBS POIN LOADS ON T.C. PER TRUSS FOR A.H.U. if Al Al Al 7' SET -BACK BOSTON HIP TRUSS BHA I. c - t o t a &J3 IL 22-04._Op 7-08 00 2-08-00 e t " FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees; etemininmining successsful fabrication of the trusses 1rses will made in strict accordance with this truss placement diagram layout which is the sole authority to 2: All dimensions in this layout have been verified by the undersigned. 3. Unless written notice Is provided by certified mail to Chambers Truss within ten (10) days of delivery the indersigned have threer(3) businessdayswill r pairs required, or to substitute notice is other trusses,hedC Chambers Truss allowed. In the event such wrin ( at fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt Of'BCSI' summary sheet by TPI & WTCA. 5, Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a Portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses 0 Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change If any changes are made in this layout. A $50 per hour Be 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, nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of lslivery it buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss aasonable attorney's fee for collections In event of payment not time) m dded for all. sums not paid within terms y acre. 1-1/2 %per month service charge will be 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 ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ldersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the Icipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to :rein, 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 instruction Using Metal Plate Connected Wood Trusses ANSI/TPINJTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. 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. Temporary and permanent bracing arerequired 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 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 CHA S T l INC A "INQ %9 CrANA 31100 can 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 C5tlliisstcreated from this layout 1 This layout sent to jobsite LOADINGIDESIGN CRITERIA REDUCIBLE 6raden eradanA.1A DESIGN CRITERIA PER CODE SUCH AS SSC 1604.6.1 $ :. .A: rF CRITERIA County Saint Lucie. County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE7-10 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 Bottom Chord Dead 13 0 Total Load 47 0 Duration Factor 1.25 7.2 0 Wind Speed 0 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category If: Non Restrictive •��� Exposure Category. C>Open Terrain with sca"EVMW9r'ED FOR. Miles from Ocean 5 Conforms to Florida Building Code 2017 CODE COMPLIANCI R.D.L.=Restraining Dead Load C.B.=Continuous Bract Verify DESIGN CRITERIA shown above with the J8 building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record J3 Chambers Truss Inc. Drawing Name: M11439 J, SCALE:1/4" = 1'-0" 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ _7&"13 Date: 09/11/18 Revised 09/21/18 FOR Wynne DESCRIPTION: MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE E- 4 r-- 3_15 - -- o -- - 1-00-00 c6 PLUME CJT END 2X4 TOP;HORD WALL HSHT 8'-1" END'DE7AIL: TYPICAL PLU3 CUT END -- 2X4)P CHORD WALHEIGHT &-1" 4 ENDETAIL: VAULT 0 12 �` ; - X3-15 ' O 1-00-00 The Architect's or Architect's representative's - shop drawing approval is NOT "double check" of the contractor. The contractor shall remain responsible for checking field measurements and .other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on - structure from gravity and uplift loads and their reaps Iva bcatgio S. Approved By: { (/ Date: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ti MiTek° RE: M11439 - MANOR 71 Site Information: Customer Info: WYNNE DEVELOPMENT Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: MANOR 71 Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. M T6r]680?"0-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering. Criteria & Design Loads (Individual Truss Design Drawings Show Special Load!nd Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual; 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 FILE COPY 1 T18647372 A 11/13/19 2 T18647373 Al 11/13/19 3 T18647374 A2 11/13/19 4 T18647375 A3 11/13/19 5 T18647376 A4 11/13/19 6 T18647377 A5 11/13/19 7 T18647378 A6 11/13/19 8 T18647379 A7 11/13/19 9 T18647380 B 11/13/19 10 T18647381 BHA 11/13/19 11 T18647382 GRB 11/13/19 12 T18647383 J 1 11/13/19 13 T18647384 J3 11/13/19 14 T18647385 J5 11/13/19 15 T18647386 J7 11/13/19 16 T18647387 KJ7 11/13/19 REVIEWED FOR RECEIVED CODE COMPLIANC ST. LUCIE COUNTf NOV 2 7 2019 BOCC ST. Lucie County, Permitting 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. ��t��untriq e%: P. G E N S�:•: L ��i No,22839 • ytf Z`P STATE Of i O .0��,�� •,�,� O R 1 O Q, \_,,�. "'44'&%O N Al-E Iltlltl Walter F Finn PE No,2 M MiTek USA, ine. FL Cert 6634 6904 Parke East Blvd. Tampa FL 39610 Date: November 13,2019 Finn, Walter 1 of 1 Job Truss Truss Type Qty Ply MANOR 71 ' T18647372 M`11439 A Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I ek Industries, Inc. wed Nov 13 u/:41:53 2019 rage i I D:AJiomcsggFaOsPzA?N?xeHyei 11-OCGtxUZXI0gU2rKgKtQnt1 YIBZFLgc1 OLKQG7vyJfIS . 11-0-q 6-4-8 11-4-6 17-6-0 22-0-0 27-8-0 35-0-0 -0.0 6-4-8 4-11-14 6-1-10 N. 5-8-0 7-4-0 11-0-0 Scale = 1:59.3 ;i1 6 4.00 12 4x4 = 1 t2 Ic, 6 3x4 = 3x6 = . 6x8 = 2x3 11 3x4 = 3x4 = 3x4 = 3x6 = 8-8-14 27-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 17-20 >999 240 Weight: 166lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-5 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 6-14 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 2=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12 except 2=-470(LC 12), 14=-904(LC 12), 10=-186(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=731(LC 1), 14=1562(LC.1), 12=342(LC 22), 10=266(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) orless except when shown. TOP CHORD 2-3=-1461/958, 3-5=-1282/878, 5-6— 639/551, 6-7=-261l745, 7-9=-379/723, 9-10=-96/254 BOT CHORD 2-17=-797/1413, 15-17=-410/t378 WEBS 3-17=-316/317, 5-17=-333/545, 5-15=-572/515, 6-15=-508/854, 6-14=- 1 20W97, 7-14=-269/324, 9-14=-529/449 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=42psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except Qt=lb) 2=470, 14=904, 10=186. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634. 6904 Parka East Blvd. Tampa FL 33610 Date: November 13,2019 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 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 MOW 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, seeANSVIPII Quality Cdlorlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 ' T18647373 M'I 1439 Al Common 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Wed NOV 13 07:41:54 Zulu rage 1 ID:AJiomcsggFaOsPzA?N?xeHyeil I-sOgF8ga9 W KoLg?vsubyOPE4NszU7Z1 mXZzApfLyJFlR . t1-0•Q 8-4-2 12-11-1 + 17-6-0 22-0-15 26.7-14 35-0-0 36-0-Q 1-0-0 8-4-2 4-6-15 4-6 95 4.6-15 4.6-15 8-4-2 . 1-0-0 3x6 = 6-4-8 4.00 F12 4x5 = 17 .- 15 -- - 14 - 12 2x3 11 4x6 = 3x8 = 23-0-12 3x8 = 2x3 11 4x6 = Scale = 1:59.5 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.72 BC 0.76 WB 0.68 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.31 14-15 >999 360 -0.65 14-15 >646 240 0.13 10 n/a n/a 0.35 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1424/0-8-0, 10=1424/0-8-0 Max Harz 2=-179(LC 10) Max Uplift 2— 868(LC 12), 10=-86B(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/2332, 3-5=-2886/2019, 5-6=-2886/2123, 6-7=-2886/2123, 7-9=-2886/2019, 9-10=-3481/2332 BOT CHORD 2-17=-2073/3261, 15-17=-2073/3261, 14-15— 1280/2118, 12-14=-2088/3261, 10-12= 2088/3261 WEBS 6-14=-644/984, 7-14=-252/310, 9-14=-677/504, 6-15=-644/984, 5-15=-252/310, 3-15=-677/504 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=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=868, 10=868. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 70 lb up at 15-0-0, and 75 lb down and 70 lb up at 20-0-0 on top 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: 1-6=-54, 6-11=-54, 18-21— 20 Concentrated Loads (lb) Vert: 26= 75 27= 75 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 © WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MYTEK REFERANCE PAGE 11111-7473 rev. 1010372015 BEFORE USE. ' Design valid for use only with MiTeM 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, seeANSY711 Quality Criteria, DSB-69 and SCSI Bullding Component 6904 Parke East Blvd. Safety Infoanatlonovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job , Truss Truss Type Qty Ply MANOR 71 ' T18647374 NM 1439 A2 Roof Special 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:41:55 2019 Page 1 I D:AJiomcsgg FaOs PzA? N?xeHyei 1 I-LbOd LAb oHdwC 19U3 S ITFyS dYfNm_I Q8hodvM CoyJfl Q 1-0- 7-7-15 13-7-8 17-6.0 23-11-12 26.9-9 35-0-0 6-0- -0-0 7-7-15 5-11-9 3-10-8 6-5-12 2-9-13 8-2-7 1-0-0 Scale = 1:60.3 4.00 12 4x5 = 15 14 axiz = 3x5 = 2x3 11 1 5x8 = 2.00 12 3x12 = 17-6-0 23-1 LOADING (psf) TCLL 20.0 TCDL 7.0, BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.72 BC 0.97 WB 0.93 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) -0.58 12 >725 360 Vert(CT) -1.07 12-21 >393 240 Horz(CT) 0.39 10 n/a n/a Wind(LL) 0.80 12 >527 240 PLATES MT20 MT18HS Weight: 162 lb GRIP 244/190 244/190 FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=-179(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3317/21511 3-5=-2562/1755, 5-6=-2355/1675., 6-7=-2377/1650, 7-9= 5276/3414, 9-10=5681/3671 BOT CHORD 2-15=-1911/3110, 14-15=-1911/3110, 13-14=-1428/2418, 12-13=-308B/5062, 10-12=-3410/5408 WEBS 3-15=0/302, 3-14=-804/562, 5-13=-357/270, 6-13=-730/1177, 7-13=-3077/1999, 7-12— 1105/1963, 9-12=-403/372 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=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0 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) 10 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=1b) 2=825,10=825. Walter P. Finn PE No.22839 Mi rek USA, Inc. FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 10/0&2015 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 ml 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, seeANSV7II Qualify Criteria, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Infoanationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 • T18647375 M11439 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13u s mar r1 zu18 Mi I ex Industries, inc. wed Nov 1a 07:41 ao zu Ie rage I ID:AJiomcsggFaOsPzA?N?xeHyeil1-pnx?ZW bQ2x23vJ2F00_UUfAjZn6L1tQg1 HfwkEyJfIP 1-0- 7-7-15 13-7-8 17.0-0 8.0- 23-11-12 26-9-9 35-0.0 6-0- -0- 7-7-15 5-11-9 3-4-8 -0. 5-11-12 2.9-13 8-2-7 0- 3x5 = 4.00 12 4x4 = 4x6 = 6 7 17 16 . 3x4 = 2x3 II 5x8 = 3x6 = 2.00 12 7-7-15 1 13-7.8 I 17.0.0 18-0-9 23-11-12 26.9-9 1 35-0-0 Scale = 1:62.3 3x12 = 7-7-15 15.11-9 3.4-8 1-0.0 5-11-12 2-9-13 B-2-7 Plate Offsets (X Y)-- [2:0-1-6 Edge] [9:0-3-0 Edge],[ 11:0- 1 -15 Edge],[ 16:0-2-120-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.58 13-14 >721 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.06 13-14 >395 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.39 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.80 13-14 >526 240 Weight: 169lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-825(LC 12), 11= 825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3318/2236, 3-5=-2558/1847, 5-6=-2401/1788, 6-7= 2265/1737, 7-8=-2422/1761, 8-10=-5275/3598, 10-11=-5687/3847 BOT CHORD 2-17= 2010/3111, 16-17=-2010/3111, 15-16— 1531/2419, 14-15=-1319/2240, 13-14=-3269/5065, 11-13=-3578/5413 WEBS 3-17=0/304, 3-16=-807/565, 5-15=-320/270, 6-15=-489/605, 7-14=-352/592, 8-14=-3047/209618-13=-1175/1985, 10-13=-408/379 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=71ft; L=3511; 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 17-0-0, Exterior(2) 17-0-0 to 18-0-0, Interior(1) 22-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 11 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 at joint(s) except (jt=lb) 2=825, 11=825. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MIP7473 rev. f0/03/2015 BEFORE USE. • Design valid for use only with Mlfek® 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, seeANSVIPII Quality Criteria. DSO-69 and BCSI BuYding Component 6904 Parke East Blvd. Safety Infomlationavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply MANOR 71 T18647376 W11439 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed' Nov 13 07:41:57 2019 rage 1 I D:AJiomcsggFaOsPzA?N?xeHyeil 1-HzVNmsc2pFAwXSdRZjVj l tivPBSSmMTzGxOTGgyJflO 1-0- 7-7-15 13-7-8 15.0-0 20-0-0 23-11-12 26-9-9 35.0-0 6-0- 0- 7-7-15 5-11-9 1-4-8 5-0-0 3-11-12 2-9-13 8-2-7 0- Scale = 1:62.3 4.00 F12 3x4 4xB 4x6 = 2 ^lm �c? o 17 16 3x4 3x5 = 2x3 II 5xB = 3x12 = 2.00 12 -12 12-9-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL . 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.70 BC 0.97 WB 0.74 Matrix -MS DEFL. in (loc) Udefl Lid Vert(LL) -0.53 13 >792 360 Vert(CT) -0.99 13-23 >423 240 Horz(CT) 0.36 11 n/a n/a Wind(LL) 0.73 13 >575 240 PLATES MT20 MT18HS Weight: 170 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-13 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 8-14 REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Harz 2=155(LC 11) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 3316/2376, 4-5=-2563/1968, 5-6=-2462/1977, 6-7=-2800/2203, 7-8= 2948/2252, 8-9=-5229/3788, 9-1 1=-5692/41 00 BOT CHORD 2-17=-2144/3109, 16-17=-2144/3109, 15-16=-1635/2413, 14-15= 1547/2362, 13-14=-3431/5004, 11-13=-3821/5419 WEBS 4-17=0/301, 4-16=-806/577, 5-15=-225/264, 6-15=-239/292, 6-14=-476/680, 7-14=-406/661, 8-14=-2564/1843, 8-13— 1246/1955, 9-13=-463/433 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=71ft; 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 20-0-0, 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) 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 th&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) 11 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 at joint(s) except Qt=lb) 2=825,11=825. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 ©.WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual bullding 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, seeANSVIPII Cuallly Cdterla, DSB-69 and BCSI BuEding Component 6904 Parke East Blvd. Safety Infomlatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. ' Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR 71 TIB647377 M11439 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I ek Industries, Inc. Wed Nov 13 07:41:56 20i9 rage 1 ID:AJiomcsggFaOsPzA?N?xeHyeilI-IA3m_BdgaYlm9cCe7ROya4F3vaohVp17Ub81o7yJfIN . i1-0-q 7-7-15 13.0-0 13-7i8 17-6-0 22-0-0 23-11-12 , 26-9-9_ 1 35-0-0 J6-0-0 1 0- 7-7-15 5-4-1 7- 3-10-8 4.6-0 1-11-12 2-9-13 8-2-7 y-o.a 4.00 12 3x5 = 3x6 11 3x6 = 30 = 4 5 24 625 26 4x5 4x6 27 7 8 15 14 _ ..... _.._ 2x3 11 5x12 = 2.00 12. 5-11-9 23-11-12, 26-9-9 Scale=1:61.3 3x12 = Plate Offsets (X Y)-- [2:0-1-6 Edge] [4:0-3-0 0-2-8] [10:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.53 12 >799 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.99 12-21 >426 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB ' 0.72 Horz(CT) 0.35 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.72 12 >580 240 Weight: 160lb 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 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=-136(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3302/2424, 3-4= 2589/1988, 4-5— 2410/1948, 5-6=-2430/1959, 6-7=-3580/2713, 7-8=-3728/2795, 8-9=-5216/3822, 9-10=-5695/4205 BOT CHORD 2-15=-2188/3094, 14-15=-2188/3094, 13-14— 2124/3102, 12-13=-3448/4977, 10-12= 3922/5422 WEBS 3-15=0/288, 3-14=-756/612, 6-14=-953/755, 6-13=-373/685, 7-13=-697/994, 8-13=-2051/1540, 8-12= 1293/1901, 9-12=-474/482, 5-14=-381/608 Structural wood sheathing directly applied or 2-4-15 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 27-0-9, Interior(1) 27-0-9 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) 10 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 at joint(s) except at=lb) 2=825, 10=825. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: November 13,2019 ©WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTI EK REFERANCE PAGE M11-7473 rev. 1WO312015 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 MOW 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, seeANSVIPII Cua]HIyy Criteria, DSB-89 and Ill Building Component 6904 Parke East Blvd. Safoty Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, A exandrio, VA 22314. Tampa, FIL 33610 Job . Truss Truss Type Qty Ply MANOR 71 • T18647378 M11439 A6 Hip 1 1 Job Reference (optional) L,namoers i russ, Inc., run rierce, rL 7-7-2 4.00 12 I D:AJiomcsggFaOsPzA?N?xeHyei 1 I-DMd8BXel LsQdmmngh8XB6loE0_80EIvGj Fte 11.0-0 13-7-8 18-10-8 24.0-0 1 26.8-1 1 35-0.0 96-0• 5x8 = 3x5 = 4 5 24 25 5-1-8 I 2-8-1 3x4 = 5x8 MT1OHS = 6 26 7 2x3 Scale=1:61.3 15 14 13 3x4 = 3x6 = 2x3 11 3x4 = 5x8 = 2 00 F12 3x12 = 13-7-8 18-10.8 7-7-2 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 0.97 WB 0.62 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Lid -0.56 11-12 >748 360 -1.03 11-21 >408 240 0.36 9 n/a n/a 0.78 11-12 >542 240 PLATES MT20 MT18HS Weight: 162lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-117(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=-3312/2471, 3-4=-2801/2173, 4-5= 2937/2307, 5-6=-4027/3051, 6-7=-4954/3675, 7-8=-5236/3830, 8-9=-5685/4263 BOT CHORD 2-15=-2231/3105, 14-15= 2231/3105, 13-14=-1815/2626, 12-13=-2030/2953, 11-12=-2817/4091, 9-11 =-3974/541 1 WEBS 3-15=-1/266, 3-14=-613/527, 4-14=-282/373, 4-13=-455/612, 5-13— 833/718, 5-12=-896/1276, 6-12=-675/575, 6-11=-670/1004, 8-11=-440/553, 7-11=-99711469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; 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 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) 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) 9 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 at joint(s) except Gt=lb) 2=825, 9=825. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111/1-7473 rev. 1010312015 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 fabrlcaflon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Inloanatlonavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 T18647379 M'11439 A7 Hip 1 1 Job Reference (optional) L,namoers I russ, Inc., r-un rlerce, M O. IOU b Ivldl I[ 4u I o I- 1 um 1 iuuau ea, v 1- v U. ID:AJiomcsgg FaOsPzA?N?xeHyei 11-hYBW Ptew6AYUOwMOFr2QfVKW gOcl zmaQyvd7t?yJfIL . Ti-0 q 6-10-12 9-0-0 13-8-0 19-10-0 26-0-0 28-1-4 , 35-0-0 q6-0-Q 1-0-0 6-10-12 2-1-3 4-8-0' 6-2-0 6-2-0 2-1-3 6-10-12 1-0-0 4x8 = 2x3 II 3x6 = 3x4 = 4x8 = / 4.00 12 2x3 / 2x3 \\ . 4 526 6 7 27 8 9 3 25 24 �28 �29 3x4 = 17 16 15 3x4 = 3x6 = 6x8 = 6-2-0 14 13 12 3x4 = 3x6 = 3x4 = 35-0-0 Scale = 1:60.5 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TPI2014 CSI. TIC 0.30 BC 0.41 WB 0.53 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.13 12-23 >999 360 -0.29 12-23 >884 240 0.03 10 n/a n/a 0.13 12-23 >999 240 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 5-8-3 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 7-15 REACTIONS. (lb/size) 2=362/0-8-0, 15=1620/0-8-0, 10=716/0-8-0 Max Harz 2=97(LC 11) Max Uplift 2=-256(LC 12), 15— 933(LC 12), 10=-460(LC 12) Max Grav 2=390(LC 21), 15=1620(LC 1), 10=731(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 355/278, 4-5=-521/823, 5-7=-521/823, 7-8=-646/514, 8-9=-1155/896, 9-10=-1409/1091 BOT CHORD 2- 1 7=-1 60/325,14-15=-280/646, 12-14=-638/1078, 10-12=-938/1311 WEBS 3-17=-396/473, 4-17=-310/444, 4-15=-942/713, 5-15=-326/367,.7-15=-1554/1143, 7-14=-128/406, 8-14=-516/399, 8-12=-283/444, 9-12= 355/436 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=71ft; 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 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 at=lb) 2=256, 15=933, 10=460. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 Q ,WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on 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 posslble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Guallly Cdteda, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safely Infonnatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 ' T18647380 M11439 B Roof Special 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek IndUSlneS, Inc. Wed Nov 13 U/:42:u1 2u19 rage 1 I D:AJiomcsggFaOsPzA?N?xeHyei 11-911ucDfYtTgLO4xDoZafBjtcPopQi9eZAZMhPRydfIK . T1-0-q 6-7-10 12-11-1 11 0 23-11-12 26-9-8 35-0-0 36-0-q 1.0-0 6-7-10 6-3-7 4_613 6-5-12 2-9-12 B-2-8 ci 6 Scale = 1:60.3 4.00 12 5x10 = 3x4 II 6 7 .. •. 16 15 3x4 = 4x6 = 4x10 = 3 3x5 = x4 I 2.00 12 3x12 = 9-11-12 19-5-0 , 23-11-12 1 26-9.8 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 0.63 BC 0.97 WB 0.80 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.55 13 >764 360 Vert(CT) -1.02 13-24 >412 240 Horz(CT) 0.38 11 n/a n/a Wind(LL) 0.76 13 >556 240 PLATES MT20 MT18HS Weight: 173lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD 2x4 SP M 30 `Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-15: 2x4 SP No.3 WEBS 1 Row at midpt 8-14 WEBS 2x4SPNo.3 REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3345/2225, 3-5=-2959/1946, 5-6=-2099/1519, 6-7= 2745/1985, 7-8=-2791/1918, 8-1 0=-5241/336 1, 10-11=-5691/3687 BOT CHORD 2-18=-1995/3150, 16-18=-1479/2456, 7-14=-206/271, 13-14=-3019/5016, 11-13=-3425/5418 WEBS 3-18=-474/463, 5-18=-238/563, 5-16=-705/569, 6-16=-413/224, 10-13=-463/431, 8-13=-1109/1943, 8-14=-2684/1670, 14-16=-1136/2094, 6-14=-1261/1888 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=71ft; 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 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 alive 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) 11 considers parallel to grain value using ANSIfrPI 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, 11=825. 2 - I1A Im 6 Walter P. Finn PE N6.22839 Mi rek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI14473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mtfek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' 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, seeANSVWII Cuall�lyy Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T18647381 M11439 BHA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:U3 ZU19 rage 1 ID:AJiomcsggFaOsPzA?N?xeHyeii 1-67sf1 vhpO5w3FN5bw_c7HBysZbaRA4nsetmUKyJflI 13-6-0 22-9-0 r1-0-� 3-10-14 , 7-0-0 9-6-0 11-6-0 12-3-p , 15-6-0 17.6-0 19-6-0 21-6-0 22-Or0 a3-6-p 25-6-0 , 28-0-0 31-1-2 35-0-0 a6-0-Q 1 0 0 3-10.14 3-1-2 2-6-0 2-0-0 •9- 1-3-0 2-0.0 2-0-0 2-0-0 2-0-D 9 2-0-0 2-6-0 3.1.2 3-10-14 1-0-0 0-9-0 Scale = 1:64.8 4.00 12 4x4 = 12 46 14 47 16 NAILED NAILED NAILED 45 48 NAILED NAILED 3x6 44 10 19 3x6 Special 438 NAIL 49 21 NAILED 4x8 =42 46 x5 = 1 B = ILE 2350 48 = 3 9 NAIL 1 ILED 25 20 51 41 52 n It21cb 27 N ,n 2 28 1I1 O 34 53 54 33 55 56 32 57 58 59 31 30 60 61 29 O NAILED NAILED NAILED 3x6 = NAILED 3x4 = Special 7x8 —_ 3x5 = 3x6 = 6x10 =NAILED NAILED NAILED NAILED NAILED 29-0-0 , 3-12-14 7-0-0 7-0-9 12-3-0 17-6-0 22-0-0 25-0-0 , 27-4-0 27,-11,7 31-1-2 35-0-0 3-10-14 3-1-2 0- -9 5-2.7 5-3-0 4-6-0 3-0-0 2-4-0 -7- 3-1-2 3-10-14 0-0-9 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:0-2-4,0-2-0], [15:0-2-12,0-3-81, [26:0-7-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.29 33-34 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.32 33-34 >822 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 HOrz(CT) 0.08 31 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 'Except* 1 Row at midpt 3-9 20-31,26-29: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. WEBS 1 Row at midpt 9-32, 15-31, 26-31 JOINTS 1 Brace at Jt(s): 9, 15,, 20, 13 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-1087(LC 8), 27=-279(LC 25), 31=-2164(LC 8), 29=-245(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=1443(LC 1), 27=323(LC 14), 31=3029(LC 1), 29=550(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3649/2731, 3-4=-363/201, 4-8=-294/149, 8-10=-312/196, 10-12=-312/244, 12-14=-274/247, 3-5=-3015/2291, 5-7=-3016/2292, 7-9=-3016/2292, 9-11=-861/637, 11 -1 3=-861/637, 13-15=-861/637, 15-17=-1507/2247, 17-18=-1507/2247, 18-20=-1507/2247, 20-22=-1507/2247, 22-24=-1507/2247, 24-26=-1513/2254, 14-16=-282/256, 16-19=-321/248, 19-21=-288/178, 21-25=-296/145, 25-26=-322/143, 26-27=-472/701 BOT CHORD 2-34=-2481/3428, 33-34=-2435/3370, 92-33=-2184/3241, 31-32=-544/1121, 29-31=-593/476, 27-29— 599/492 WEBS 9-33=-142/449, 9-32=-2348/1799, 15-32=-756/1254, 15-31=-3513/2423, 20-31=-519/518, 3-34=-470/647, 26-29=-310/237, 26-31=-1576/1233, 3-33=-114/270, 18-19=-323/320, 7-8=-352/336 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=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIlTPI 1. 4) Provide adequate drainage to prevent water ponding. -5) All plates are 2x3 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. Walter P. Finn PE No.22839 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc, FL Cert 6634 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 6904Parke East Blvd. Tampa FL 33610 - will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1087 lb uplift at joint 2, 279 lb uplift at Date: joint 27, 2164 lb uplift at joint 31 and 245 lb uplift at joint 29. November 13,2019 ,D WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev. 1WO312015 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 applicablllty 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, seeANSIM11 Qua[ lly Cdlorla, DSB-89 and Ill BuYding Component 6904 Parke East Blvd. Safety Informatlornvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T18647381 M11439 BHA Hip Girder 1 1 Job Reference o tional Chambers I russ, Inc., Fort Fierce, FL C. I JU 5 1VIaF I I ZU 10, M! I UK InUu51IItlb, II IU. vv.0 imuv I a W,9c av I. ray. I D:AJiomcsgg FaOsPzA?N?xeHyei 1 I-67sfl vhpO5w3FN5bw_c7HBysZbaRA4nsetmUKyJflI NOTES- 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 1.2) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 328 lb up at 7-0-0 on top chord,.and 402 lb down and 504 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-14=-54, 14-26=-54, 26-28=-54, 35-38=-20 Concentrated Loads (lb) Vert:34=-402(F) 41=-146(F) 42=-111(F) 43=-111(F) 44=-111(F) 45=-111(F) 46=-111(F) 47=-111(F) 48=-111(F) 49=-111(F) 50=-111(F) 51=-111(F) 52=-111(F) 53=-68(F) 54=-68(F) 55=-68(F) 56=-68(F) 57=-68(F) 58=-68(F) 59=-68(F) 60=-68(F) 61=-68(F) & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE mu-7473 rev. 1010312015 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, seeANSVTPII Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T18647382 M11439 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers I russ, Inc., fort rlerce, fL 8.13u s Mar r1 zu16 MI I eK inausines, Inc. vvea Nov 13 ul:4z:ub zul a rage 1 ID:AJiomcsggFaOsPzA?N?xeHyeil 1-2W_PSbi3wiBnUhE_l PebMZ1 DGPBHexa95BKuYDyJflG .11-0-Q 3-10-14 7-0-0 10-4.0 13-8-0 18-5-15 23-2-1 28-0-0 31-1-2 35-0-0 1-0-0 3-10-14 3-1-2 3-4-0 3-4-0 4-9-15 4-8-3 4-9.15 3-1-2 3-10-14 Scale = 1:60.3 NAILED 5x12 MT18HS —_ NAILED NAILED NAILED NAILED NAILED 4.00 12 Special NAILED NAILED 2x3 11 3x6 = 3x8 = NAILED 3x4 = NAILED 3 23 24 25426 27 5 28 296 . 30 31 32 7 33 34 Special 5x6 = 3b 3b 15 3/ 33 39 4U 41 42 12 43 44 3x4 = 2x3 II NAILED 3x6 = 5x12 = NAILED 3x5 = 5x8 MT18HS = NAILED 6x8 = 4x5 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 10-4-0 13-8-0 18-5-15 23-2-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TP12014 CSI. TC 0.90 BC 0.98 WB 0.93 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) -0.34 11-13 >751 360 Vert(CT) -0.76 11-13 >339 240 Horz(CT) 0.08 9 n/a n/a Wind(LL) 0.37 11-13 >696 240 PLATES MT20 MT18HS Weight: 155lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-14, 3-14 4-14: 2x6 SP No.2 REACTIONS., (lb/size) 2=504/0-8-0, 14=3752/0-8-0, 9=1326/0-8-0 Max Harz 2=78(LC 7) Max. Uplift 2=-652(LC 8), 14=-2840(LC 8), 9=-1012(LC 8) Max Grav 2=513(LC 17), 14=3752(LC 1), 9=1.327(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-778/990,3-4= 1513/2146,4-6=-1513/2146, 6-7=-12677775,7-8=-3171/2427, 8-9=-3362/2486 BOT CHORD 2-16=-836/704, 14-16=-8767744, 13-14=-612/1267, 11-13=-1937/2770, 9-11=-2245/3137 WEBS 3-16=-6461742„4-14=-772/685, 6-14=-3794/2549, 6-13=-671/1191, 7-13=-1685/1485, 7-11=-370/570, 8-11=-323/635, 3-14=-3037/2708 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=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left 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 inall 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 652 lb uplift at joint 2, 2840 lb uplift at joint 14 and 1012 lb uplift at joint 9. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 316 lb up at 7-0-0, and 193 lb down and 316 lb up at 28-0-0 on top chord, and 402 lb down and 419 lb up at 7-0-0, and 402 lb down and 504 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-20=-20 Walter P. Finn -PE No.22839 Mi rek USA, Inc. FL tort 6634 6904Pirko East Blvd. Tampa FL 33610 Date; November 13,2019 Q -WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 10/03I2015 BEFORE USE. ' Design valid for use only with MiT6k® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek° 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, seeANSI71P11 Quality Cdtorla, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 ' T78647382 M`11439 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 Mi I elk industries, Inc. Wed Nov 13 07:42:05 2019 rage 2 ID:AJiomcsggFaOsPzA?N?xeHyeii l-2W_PSbi3wiBnUhE_1 PebMZI DGPBHexa95BKuYDyJfIG LOAD CASE(S) Standard Concentrated Loads. (lb) Vert: 3=-146(B) 8� 146(B) 16= 402(B) 11=-402(B) 23=-111(B) 24=-111(B) 25=-111(B) 27=-111(B) 28=-111(B) 29=-111(B) 30=-111(B) 32=-111(B) 33=-111(B) 34=-111(B) 35=-68(B) 36= 68(B) 37=-68(B) 38=-68(B).39= 68(B) 40=-68(B) 41=-68(B) 42=-68(B) 43= 68(B) 44=-6B(B) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qualify Cdtoda, DSB-69 and SCSI Building Component Tampa, FL 33610 Safety Inlormationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job . Truss Truss Type City Ply MANOR 71 T18647383 M11439 J1 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FIL 8.130 s Mar 11 201t3 MI I eK IndustneS, Inc. Wed NOV 13 U/:42:Ub zui V rage 1 ID:AJiomcsggFaOsPzA?N?xeHyeil l-2W_PSbi3wiBnUhE_1 PebMZ1 PYPQGe9495BKuYDyJfIG -1-0 0 1-0.0 _ 1.0-0 1-0.0 Scale =1:6.1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 1.25 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 FBC2017fTP12014 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 puriins. 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 Harz 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 (Ib) 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=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MW FRS 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. Walter P. FinirPE No.22839 MiTek USA, Inc. FL tort 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 13,2019 ©WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I1-7473 rev. 10/0"015 BEFORE USE. Design valid for use only with MRek® connectors. This deslgn 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, seeANSVTPII Quality Cdtoda, DS049 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 T18647384 M11439 J3 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07:42:06 2019 Page 1 I D:AJiomcsggFaOsPzA?N?xeHyei 1 I-W iYnfxjhhOJe6rpAb69qumaYZph6NcKIKr4S4fyJfl F 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 FBC2017lrP12014 Matrix -MP Weight: II lb FT=20% LUMBER- EIRACING- 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=71ft; L=35ft; eave=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces &MW FRS 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 Ito uplift at joint 4. Walter P. Finn PE No.21839 MiTek USA, Inc. FL tort 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 13,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7479 rev. 101amOIS 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, seeANSVTPII Quality CrBorla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR 71 T18647385 M11439 J5 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8A3usMar izincmIIeKInausmes, Inc. vveuIvuv10Vr:4L:V/4uIuFage1 ID:AJiomcsgg FaOsPzA?N?xeHyei 1I-_v69tGkJSJ RVk?OM9gh3R_7ikDOz63aSZVp?d5yJfl E 1-0.0 5-0-0 1-0-0 5-0-0 Scale = 1:12.7 3x4 = 5-0-0 Plate Offsets (X Y)-- [2.0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.11 4-7 >522 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 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 FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 20:/ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=242/0-8-0, 4=63/Mechanical Max Harz 2=123(LC 12) Max Uplift 3— 122(LC 12), 2=-278(LC 12), 4=-92(LC 12) Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; 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 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 122 lb uplift at joint 3, 278 lb uplift at joint 2 and 92 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336% Data: November 13,2019 © WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 100=015 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, seeANSVIPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Solely Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR 71 T18647386 M11439 J7 JACK -OPEN 24 .1 Job Reference (optional) unambers I russ, Inc., t-on coerce, t-L 3x4 = O. IOU J IvIQ1 1 1 LU 10 IVII I um II IUUJII ICJ, ll lu. v U. ID:AJiomcsggFaOsPzA?N?xeHyeiil-_v69tGkJSJRVk?OM9gh3R_7gTDO063aSZVp?d5yJfIE Scale = 1:16.2 ' 700 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) -0.09 4-7 >976 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.18 4-7 >451 240 BCLL 0.0 Rep Stress Incr YES WB IJ.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.17 4-7 >497 240 Weight: 23Ito FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOP- CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; 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 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 152 lb uplift at joint 3, 210 lb uplift at joint 2 and 12 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2019 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 114II-7473 rev. 1010312015 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, seeANSVTPl1 Guallty Cdtoda, DSB-69 and BCSI BuIlding Componant 6904 Parke East Blvd. Safoty Informatlonovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job - Truss Truss Type City Ply MANOR 71 T18647387 1011439 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:08 2019 Page 1 I D:AJiomcsggFaOsPzA7N7xeHyei 1 I-S5gY4clxDdZML9zZjXCI_BfvgcNgrQdbn9ZY9XyJfID • 1-5-0 5.6-11 9-10.1 5-6-11 r 4-3-6 Scale=1:21.2 t2 Io 3x4 = NAILED NAILED V NAILED 5-6-11 i 9-10-1 _ 5-6-11 4-3.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 39 Ib 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 REACTIONS. (lb/size) 4=1 11 /Mechanical, 2=501/0-10-15, 5=362/Mechanical Max Horz 2=161(LC 21) Max Uplift 4=-117(LC 8), 2=-574(LC 8), 5=-443(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1031/1087 BOT CHORD 2-7=-1148/990, 6-7=-1148/990 WEBS 3-7=-298/284, 3-6- 1044/1211 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-7-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; 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 117 lb uplift at joint 4, 574 lb uplift at joint 2 and 443 lb uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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= 76(F=-38, B=-38) 13=-7(F=-3, B=-3) 14=-20(F=-10, B=-10) 15=-69(F=-34, B=-34) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Data: November 13,2019 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev. 1010312015 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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, seeANSViFII Qua`? Cifterla, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 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. - -1- For 4 x 2 orientation, locate plates 0-1h9' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE WE 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.Standardr ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89:. Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ` Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . 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 p bracing should be considered. c O= 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to.the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek@ All Rights Reserved MiTek� MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 ff, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.