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HomeMy WebLinkAboutTruss30' Sp n or less AS Spre2 der Bar f 60 degrees or less 46,1111111111111 12 span � --Ok "0' 213 e Tag line Tag line aPpr°x 112 of Span. REFER TO BCSI Truss must be set this way if crane is used. REFER TO BCSI 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. SEAT PLATES BY CHAMBERS TRUSS asp .REPRESENTS A HANGER HANGER SCHEDULE FASTENER FOR OWN I. USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHO _ CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRYING TRUSS I I I i I ; E I 'j I ' -- - -II - 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3' 16d=0.162" x 3 1 /2" I A\ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 21' - 26, IN LENGTH!! Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! FABRICATION AGREEMENT TRUSSES CANNOT BE STAR D UNTIL THIS AGREEMENT IS SIGNED & RETURNED ' YJ h Rew he undersgned acknowledges and agrees: METAL ROOFS SHO IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. DON'T LIFT TRUSSES oRrvgeR,aRs 1.Trusseswillbemwedg stain agredan with this truss placement dagramfiayoutwliihTiathesplaauthority for ; a' 1111 WITH SPANS LONGER THAN ARE N®L e,vaeo. SEE SS#N' �p etermining successful fabrication of the truss - .' , % . , ) „,E 39 BY THE PEAK. I ENcweERlrvc. uw t' + i CONSULT BCSI d=> 2. All dimensions in this layout have been v ified by the undersigned „ ' AIR HANDLER NOTE € 3. Unless written notice is provided by rtified mail to Chambers Truss within ten (10) days of delivery the wq '�— ndersgned agrees that no backcharges will allowed. In the event such written notice is= fumishat;Chambers Truss � • Unless noted elsewhere on this layout, these trusses are not i hall have three (3) business days in which to egid repairs required, or to substitute other trusses at Chambers optW. y The size of these trusses makes it necessary that they a set by a profeesional builder designed for air handlers In the roof Or for any Other A/C kfter 10 days of delivery remedy will be'aword ig to Florida statute 558. s 4. The undersigned acknowle dges edges receipt of BCSI" summary sheet by TPI & WTCA " familiar with and experienced in the problems and dangers of setting large span trusses. requirements. This may be In COnfIICt with building Code and A/C 5. Delivery is to job site. It is the buyer's res xonsibility to make the lob site suitable for delivery. Chambers Truss has The builder and erector should consult with an engineer licensed in Florida specializing e sole authority to determine the suitability o the job site or a portion ti the job site for delivery. Chambers Truss will Design requirements. Consult with BuildingDepartment and A/C _ _ _ responsible for dump delivery only. The bu r s responsible for additional delivery expenses f Chambers Truss has in wood roof trusses about the safe erection of these trusses. The engineer should be at SCISSOrs HI Jack o redeliver because job site is not prepared or deliveryor buyer is not prepared for of trusses. Buyer is the job site when trusses are erected to provide supervision and advice. Contractor. p �' CORNS JACKS io pen delivery y CORNER ,mRs esponslbe to Chambers Truss for towing cos due to site conditions Installations pNeY 2°"J6. Price as shown in paragraph 7 below is bed to change if an changes are made I layout A $50 MULTIPLE PLY TRUSSES MUST BE FASTENED PCXORD E "- ro, y P rag d j 9 y 9 I )h$ y per hour All load bearing walls, headers, OF JACK eo�"R bDIN for revisions may be charged by Chambers fuss: ('$ _ re re. R•s+e CORNER DETAIL 7. This is a PURCHASE ORDER to Chart rs Truss of the sum `�J TOGETHER PER ENGINEERING BEFORE ' agreed to, ce if no agreement a reasonable pace. X'° I HIP nvoice will be made on delivery and aid wiltn terms of net on delivery. Invoice may be made at scheduled date of . � OR H HIP _.._ _� I OVERHANGS NOT 6HONN FOR CW3I{•/ i '! P rY' y SETTING. REFER TO ENGINEERING DRAWING --- ___ __ elivery if buyer cannot accept delivery of bricated trusses. The undersigned agrees to pay Chambers Truss beams, & lintels must be in place TO DETERMINE IF MULTIPLE PLY _ easonable attorneys fee for Collections in eve of payment not timely made,/-1/2 %per month service charge will be f Q �+�+ HatCh Le end ded for all sums not paid within terms. at indicated h e iatit l be 1 O r�i trusses e�' g. 8. Signature or initials anywhe a on this she constitutes agreement to all terms herein. J TS OF JACKariier j 9. In consideration of Chambers Truss ext� ding credit for this material the undersigned unconditionally guarantees 'Crj ATTIC STORAGE ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the T- _„ ,• t Hip ndersigned agrees to pay such indebtedness i cluding attome 's fees, if default in payment for material be made the ' are installed. SPACING NOTE BOTTOM y 0. In • All trusses are to be set 2'-0" on '.j CHORD F JACK 3.25/12 VAULT CLIS rei In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to center except as noted. When nailing scissor ereiq the parties agree that the sole venue f any such action will be Saint Luce County, Florida P Jack to hi carrier use J p 11. Design responsibilities are r N i rah d at al Standard And Recommended Guidelines, On � =LIFE SAFETY WARNING 4atrolghtadgefaangn � . , , '/, '/, 9 nD � UIeS RespotlsbdltieS For Ilwaom of jack with Straight , rr onstrudion Using Metal Plate Connected W Trusses ANSITPIIWTCA 4-.2002�, * I CEILING @ 10 - 2 12. Warranty is per Chambers Truss Warrant attached. J. thebot bottom or the back Edge This symbol identifies Life Safety Warnings that °faehipaam" - should be read and given special attention to all CEILING @ 12',, persons installing trusses. 4 c Q44 BEARING @ 91-4' ATED ` IGNED ®BEARING @ 121 OR TITLE ®BEARING @ 13' A d b sprea er ar may be required per BCSI to prevent Injury 8t damage. =rI._� Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. ems. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. I 0 v Study the contents of the It formation packet included on delivery before setting trusses. Trusses must be set and -aced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plyyw`wood, roofing material or any other ® SQUARE CUT END concentrated loads on trusses, this can cause collapse. 2X4 TOP CHORD WALL HEIGHT VARIES 12 DO NOT INSTALL TRUSSES USING THIS END DETAIL: TYPICAL 5r` s USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBqRS TRUSiS INC a-01 — 0 i-08-00 Co 1 Ban er venue Fort Pierce, Florida 34982-6423 SQUARE CUT END 800-551.5932 2X4 TOP CHORD Fort Pierce 172-465-2012 Fax 772.465.8711 WALL HEIGHT 9'-4" 12 Vero Beach 772.569.2012 Stuart 772.286.3302 END DETAIL: (A) 5r e/ Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 4-01 — 10-00 0 0 1-08-00 � 2-08-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9r-4'r END DETAIL: (B) 4-0 rel NOTES: *INTERNAL LOAD BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. *2-STAGE BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. *PLEASE VERIFY ALL DIMENSIONS, BEAM HEIGHTS & END DETAILS SHOWN ON THIS LAYOUT. *CEILINGS ARE TO BE BALANCE FRAME BY BUILDER AS NEEDED. *OVERHANG BY BUILDER IN SOME AREAS. 12 LOADINGIDESIGN CRITERIA REDUCIBLE 5 r DESIGN CRITERIA PER CODE SUCH AS SBC1604.61 0 j3.25 12 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT12' END DETAIL: (C) o' 1-08- r 1-04--06 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method - ,I,.. MWFRS(Directional)/C-Chybrid Wind ASCE 7-10 Roofing Material Metal - - Loading in PSF oof R.D.L Floor Top Chord Live 0 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 25 0 Wind Speed 60mph Top Chord C.B. theathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category B> Urban/ suburban and wooded areas/ others... Miles from Ocean 5 Conforms to Florida Building Code-'2017 R.D.L.=Restraining Dead Load .B.=Continuous Bracing ,. Verify DESIGN CRITERIA sho above with the building department and your a it neer. Design Criteria is the responsib it of the' Building Designer and/or Engin r of Record AIR Chambers Truss Inc. Drawing Name: 79670 SCALE: 1/4" = V-Or° 163 total trusses, 62 unique designs Designer: BLW Reviewed by: Date: 03/12/20 Revised 10/01/20 FOR Ron R mond � DESCRIPTION: I '�.D� KEVIN MURPHY Page 1 of 1 CUSTOMER ITIALS EACH PAGE 76670 MiTek' RE: KEVIN MURHY KEVIN MURPHY Site Information: Customer: RON RAYMOND Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: KEVIN MURHY Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 62 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21458287 A 10/1/2020 21 T21458307 C2 10/1/2020 2 T21458288 Al 10/1/2020 22 T21458308 C3 10/1/2020 3 T21458289 A2 10/1/2020 23 T21458309 C4 10/1/2020 4 T21458290 A3 10/1/2020 24 T21458310 C5 10/1/2020 5 T21458291 A4 10/1/2020 25 T21458311 E 10/1/2020 6 T21458292 A5 10/1/2020 26 T21458312 E1 10/1/2020 7 T21458293 A6 10/1/2020 27 T21458313 E2 10/1/2020 8 T21458294 A7 10/1/2020 28 T21458314 G 10/1/2020 9 T21458295 A8 10/1/2020 29 T21458315 G1 10/1/2020 10 T21458296 AA 10/1/2020 30 T21458316 G2 10/1/2020 11 T21458297 AB 10/1/2020 31 T21458317 G3 10/1/2020 12 T21458298 AC 10/1/2020 32 T21458318 G4 10/1/2020 13 T21458299 AD 10/1/2020 33 T21458319 G5 10/1/2020 14 T21458300 ATA 10/1/2020 34 T21458320 GRA 10/1/2020 15 T21458301 B3 10/1/2020 35 T21458321 GRB 10/1/2020 16 T21458302 B4 10/1/2020 36 T21458322 GRC 10/1/2020 17 T21458303 B5 10/1/2020 37 T21458323 GRD 10/1/2020 18 T21458304 B6 10/1/2020 38 T21458324 GRE 10/1/2020 19 T21458305 C 10/1/2020 39 T21458325 GRF 10/1/2020 20 T21458306 C1 10/1/2020 40 T21458326 GRG 10/1/2020 This item has been electronically signed and sealed by Finn, Walter using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,t%11t1111ri11��, based on the parameters provided by Chambers Truss. ��� �,'C ER P Z .. Truss Design Engineers Name: Finn, Walter �� p.•'•• ..... My license renewal date for the state of Florida is February 28, 2021. G E NS�.��i Florida COA: 6634 No 22839 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 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 ANSIfTPI 1, Chapter 2. 1 of 2 STATE OF100 Bills :•�� Walter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 October 01, 2020 Finn, Walter E COPY AIL N81 0 MiTek 0 RE: KEVIN MURHY - KEVIN MURPHY MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: RON RAYMOND Project Name: KEVIN MURHY Lot/Block: Subdivision: Address: UNKNOWN City, County: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 41 T21458327 A 10/1/2020 42 T21458328 J1C 10/1/2020 43 T21458329 J3 10/1/2020 44 T21458330 J3A 10/1/2020 45 T21458331 J5 10/1/2020 46 T21458332 J5A 10/1/2020 47 T21458333 J7 10/1/2020 48 T21458334 JC3 10/1/2020 49 T21458335 JC5 10/1/2020 50 T21458336 JC7 10/1/2020 51 T21458337 JS1 10/1/2020 52 T21458338 JS3 10/1/2020 53 T21458339 JS5 10/1/2020 54 T21458340 JS7 10/1/2020 55 T21458341 KJ3 10/1/2020 56 T21458342 KJ7 10/1/2020 57 T21458343 KJC 10/1/2020 58 T21458344 KJS 10/1/2020 59 T21458345 MV2 10/1/2020 60 T21458346 MV4 10/1/2020 61 T21458347 MV6 10/1/2020 62 T21458348 MV8 10/1/2020 2 of 2 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458287 KEVIN MURHY A Roof Special 3 1 Job Reference o tionai Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:02 2020 Page 1 I D:0_8gwA8zp WDf8k7NY5KF8?zeg D B-aVh6ZsDrj v_iZI W DA5sx90_2cdcKAIGm G OxbAfyXghh 1 8-0 7-9-9 10-6-2 16 8-7 23 00 29-3-0 1-8-0 7-9-9 2-8-10 6-2-5 6-3-9 6-3.0 �1 3.25 12 4x8 5.00 12 45 = Scale = 1:60.1 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 FBC2017ITP12014 CS1. TC 0.61 BC 0.90 WB 0.88 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) -0.49 11 >719 360 Vert(CT) -0.88 10-11 >398 240 Horz(CT) 0.33 9 n/a n/a Wind(LL) 0.48 11 >721 240 PLATES MT20 MT18HS Weight: 149 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. 6-11: 2x4 SP M 30 WEBS 1 Row at midpt 7-9 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12), 9=349(1_C 12) Max Grav 2=1173(LC 1). 9=1074(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4863/2409, 3-4=-4472/2191, 4-6=-4517/2305, 6-7=1516/791 BOT CHORD 2-11=-2533/4608, 10-11=-988/1886, 9-10=-394/761 WEBS 3-11=-302/271, 4-11=-254/221, 6-11 =1 46912819, 6-10=-977/635, 7-10=-547/1295, 7-9=-1094/578 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 23-0-0, Exterior(2) 23-0-0 to 26-0-0, Interior(1) 26-0-0 to 29-1-4 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 This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 6) Refer to girder(s) for truss to truss connections. Sealed by Finn, Walter, PE 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Printed copies of this 2=370, 9=349. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall HT 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 ANSI7TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458288 KEVIN MURHY Al Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:02 2020 Page 1 I D:O_8gwA8zpWDf8k7NY5KF8?zegDBaVh6Zs0Fjv_iZIWDA5sx90_2ddcKAl7m GOxbAfyXghh 1-8-0 7-9-9 10-0-2 16�-5 1 -7 22� 8 5- 29-3-0 1 8.0 7-9-9 2 8-10 6-0-3 0- -2 5-10-1 11- 5-9 8 5.00 12 3.25 12 4x8 4x8 = Scale = 1:60.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.49 11 >720 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.88 10-11 >398 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.33 9 n/a n1a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.48 11 >721 240 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-12 cc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 `Except BOT CHORD Rigid ceiling directly applied or 4-5-11 cc bracing. 6-11: 2x4 SP M 30 WEBS 1 Row at micipt 7-9 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12), 9=349(LC 12) Max Grav 2=1173(LC 1), 9=1074(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4863/2454, 3-4=-4472/2237, 4-6=-4517/2348, 6-7=1518/815 BOT CHORD 2-11=-258614607, 10-11 =-1 02711885, 9-10=-418/771 WEBS 3-11=-302/271, 4-11=-254/222, 6-11=-1485/2819, 6-10=958/646, 7-10=-560/1281, 7-9=-1100/611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 23-0-0, Exterior(2) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 29-1-4 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 This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically Signed and 6) Refer to girder(s) for truss to truss connections. sealed by Finn, Walter, PE 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify USIn Digital Signature. g a g g 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) Printed copies of this 2=370, 9=349. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i�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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify 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 KEVIN MURPHY T21458289 KEVIN MURHY A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:03 2020 Page 1 ID:0_8gwA8zpWDf8k7NY5KF8?zegDB-2hFVmC1 HUD6ZBu5PjoNAiEXDblzhvB8wV2h9i5yXghg 7-9-9 10-12 15-6-5 20-6-8 25-5-8 , 29-3-0 , 1-8-0 r 7-9-9 2-8-10 5-0-3 5-0-3 4-11-0 d1 3x12 % 3.25 12 44 = 4x8 = Scale = 1:56.0 5.00 12 7 20 21 22 8 23 V 6 r: 4 II o N 10-6-2 20-6-8 25-5-8 29-3-0 10-6-2 10-0-6 4-11-0 3-9-8 Plate Offsets (X,Y)— [2:0-1-12,0-1-8I, [5:0-3-0,Edge), [8:0-5-4,0-2-0I, [14:0-7-12,0-3-4I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.46 14 >754 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.95 12-14 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.32 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.46 14 >757 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. 6-14: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12), 10=-349(LC 12) Max Grav 2=1173(LC 1). 10=1074(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4877/2577, 3-4=-4479/2356, 4-6=-4511/2452, 6-7=1266/733, 7-8=-1119/732, 8-9=-686/438, 9-10=-1029/663 BOT CHORD 2-14=-2702/4582, 12-14=-1236/2021, 11-12=-343/585 WEBS 3-14=-303/274, 6-14=-1401/2665, 6-12=-1130/746, 7-12=-45/290, 8-12=-471/868, 8-11=-653/424, 9-11=-532/908 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 20-6-8, Exterior(2) 20-6-8 to 24-9-7, Interior(1) 24-9-7 to 25-5-8, Exterior(2) 25-5-8 to 29-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 2=370, 10=349. signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and 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 KEVINMURPHY T21458290 KEVIN MURHY A3 Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:04 2020 Page 1 ID:O_8gwA8zpWDfak7NY5KF87zegDB-Wtpt_X2wFWEQo2gbH WuPFR30WRImeeJ3jiQiFXyXghf 7-9-9 1 10-6-2 14-6-5 18-6-e 23-0-0 27-5-8 , 29-3-0 , 1-B-0 7-9-9 2-8-10 4-0-3 4-0-3 4-5-8 4-5-8 1-9-8 Scale = 1:54.9 5.00 12 4x8 % 3.25 12 4x4 = 3x4 = 4x4 = 3x4 10-6-2 18-6-8 27-5-8 29-3-0 , 1G-6-2 8-0-6 8-11-0 1-9-8 Plate Offsets (X,Y)— [2:0-2-15,0-1-0j, [4:0-3-O,Edgej, [6:0-1-0,0-1-12j, [15:0-5-12,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.58 Vert(LL) -0.45 15 >773 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.82 14-15 >428 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.32 11 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(ILL) 0.45 15 >776 240 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12). 11=349(LC 12) Max Grav 2=1173(LC 1), 11=1074(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4870/2601, 3-5=-4452/2372, 5-6=-4467/2453, 6-7=-1597/897, 7-8=-1440/875, 8-9=-373/248, 9-10=-417/243, 10-11=1096/620 BOT CHORD 2-15=-2734/4575, 14-15=-1385/2281, 12-14=615/1022 WEBS 3-15=-327/282, 6-15=-1292/2396, 6-14=-11041725, 7-14=1621402, 8-14=-333/650, 8-12=-1008/639, 10-12=-534/980 Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals. Rigid ceiling directly applied or 4-3-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 18-6-8, Exterior(2) 18-6-8 to 23-0-0, Interior(1) 23-0-0 to 27-5-8, Exterior(2) 27-5-8 to 29-1-4 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=370, 11=349. N This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458291 KEVIN MURHY A4 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:05 2020 Page 1 ID:0_8gwA8zpWDf8k7NY5KF87zegDB=4NFBt3YOgMHQCForDPenfcXFge1N5LCyMAGnzyXghe -1-8-0 7-9-9 1:O 6-2 16-6-8 22-10-12 29-3.0 1-8-0 7-9.9 2 8-10 6-0M 6-4-4 6 4 4 5.00 12 48 � 3.25 12 48 = 2x3 II 4x4 = 6 19 20 7 21 22 8 Scale = 1:53.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.46 13 >759 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.82 13 >425 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -Ms Wind(LL) 0.46 13 >761 240 Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=291(LC 12) Max Uplift 9=-348(LC 12), 2=-371(LC 12) Max Grav 9=1074(LC 1), 2=1173(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4850/2628, 3-5=-4491/2478, 5-6=-2021/1096, 6-7=-12921734, 7-8=-12921734, 8-9=-1016/628 BOTCHORD 2-13=-2767/4555, 12-13=-2424/4032, 10-12=-1091/1836 WEBS 3-13=-261/210, 5-13=-687/1345, 5-12=-2321/1406, 6-12=382/809, 6-10=656/430, 7-10=-393/318, 8-10=-87611543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 16-6-8, Exterior(2) 16-6-8 to 20-9-7, Interior(1) 20-9-7 to 29-1-4 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 This item has been will fit between the bottom chard and any other members. electronically signed and 6) Refer to girder(s) for truss to truss connections, sealed by Finn, Walter, PE 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Printed copies of this Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=348, 2=371. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall l' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458292 KEVIN MURHY A5 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8,420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:06 2020 Page 1 ID:O_BgwA8zpWDf8k7NY5KF8?zegDBSGxdPD3An8U82Mq_OxwtKs9i1E_96bQMBOvpJQyXghd -1-8-0 7-9-9 10-6-2 14.6-8 21-10-12 29-3-0 _ _ 1-8-0 7-9-9 2-8-10 4-0-6 7-4-4 7-4-4 5.00 12 48 % 3.25 12 4x8 = 19 2x3 II 4x5 = 20 21 8 Scale = 1:53.8 10-0-2 14-6-1 21-10-12 29-3-0 10-6-2 M 7-4-4 7-4.4 Plate Offsets (X,Y)— [2:0-2-15,0-1-0], [3:0-3-0,Edge], [6:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.45 13 >784 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.80 13-16 >439 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.32 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.44 13 >788 240 Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=260(LC 12) Max Uplift 9=-341(LC 12), 2=378(LC 12) Max Grav 9=1074(LC 1), 2=1173(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4857/2694, 4-5=4452/2496, 5-6=2494/1402, 6-7=180311006, 7-8=1803/1006, 8-9=-1007/620 BOT CHORD 2-13=-2790/4562, 12-13=-2391/3987, 10-12=-1363/2316 WEBS 4-13=-317/253, 5-13=-701/1329, 5-12=-1873/1148, 6-12=-458/898, 6-10=-569/393, 7-10=-450/368, 8-10=-1091/1956 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 14-6-8, Exterior(2) 14-6-8 to 18-9-7, Interior(1) 18-9-7 to 29-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically signed and 6) Refer to girder(s) for truss to truss connections. sealed by Finn, Walter, PE 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this 9=341, 2=378. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl GOU 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Inv 21' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458293 KEVIN MURHY A6 Half Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:07 2020 Page 1 ID:O_8gwA8zp WDf8k7NY5KFB?zegDB-xSV?cZ4oYRc?fW'AyeR6s4htmeJ Nrl4VPgfMrsyXghc 1 8 0 7-9-9 10-0-2 1218 16-1-15 23 7-9 29-3-0 1:I' 7-9-9 2-8-10 2-0-6 5-7-7 5-5-11 5-7-7 3.25 12 4x8 48 = 3x6 _ 5 21 22 3x4 = 3x6 = 2x3 II 4x5 = 23 6 724 8 25 26 9 Scale = 1:54.0 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 0.65 BC 0.91 WE 0.78 Matrix -MS DEFL. in Vert(LL) -0.45 Vert(CT) -0.81 Horz(CT) 0.34 Wind(LL) 0.45 (loc) Udefl Ud 15 >773 360 15 >433 240 10 n/a n/a 15 >774 240 PLATES MT20 MT18HS Weight: 141 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=230(LC 12) Max Uplift 10=-335(LC 12), 2=-384(LC 12) Max Grav 10=1074(LC 1). 2=1173(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4859/2750, 3-4=-4444/2511, 4-5=-3164/1819, 5-6=-2874/1600, 6-8=-1896/1034, 8-9=-1896/1034, 9-10=-1019/605 BOT CHORD 2-15=-2805/4564, 14-15=-2356/3978, 13-14=-1736/2971, 11-13=1600/2874 WEBS 3-15=-335/296, 4-15=-697/1307, 4-14=1428/875, 5-14=600/1052, 6-13=26/262, 6-11=-1084/627, 8-11=-308/252, 9-11=-1121/2057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 12-6-8, Exterior(2) 12-6-8 to 16-9-7, Interior(1) 16-9-7 to 29-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Refer to girder(s) for truss to truss connections. using a Digital Signature. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed this capacity of bearing surface. Copies Of 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) document are not considered 10=335, 2=384. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458294 KEVIN MURHY A7 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:07 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-xSV?cZ4oYRc?fWPAyeR6s4hoaeMNr fVPgfMrsyXghc -1-8-0 6-5-4 10-6-2 10 -8 15-5-1 20-0-7 24-7-14 29-8-12 1-8-0 6-5-0 4-0-14 0 -6 4-10-9 4-7-0 4-7-0 5-0-14 7x8 MT18HS �1 3x4 = 22 23 5 3x4 11 5x8 MT18HS = 3x6 = 5x12 = 6 7 8 24 9 Scale = 1:54.5 3.25 12 5x8MT18HS VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-5 4 10-6 2 15-5-1 20-0-7 24-7-14 0 2 29.8-12 6-14 4-10-14 4-7F 5-0-14 Plate Offsets (X,Y)— [2:0-3-11,0-3-41,[4:0-6-8,0-5-41,[11:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.50 14-15 >703 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.94 14-15 >375 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.75 17 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(ILL) 1.19 14-15 >297 240 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-1 oc bracing. 2-15: 2x4 SP M 31 WEBS 1 Row at midpt 8-12, 9-11 WEBS 2x4 SP No.3 *Except* 9-17: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-5-8 Max Horz 2=271(LC 12) Max Uplift 2=-776(LC 12), 17=722(LC 12) Max Grav 2=1187(LC 1), 17=1089(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/8356, 3-4=-4621/7424, 4-5=-4696/7123, 5-6=4145/6076, 6-8=4145/6076, 8-9=-260613726, 10-17=-1089/1536, 9-10=-1028/1395 BOT CHORD 2-16=-8272/4603, 15-16=-8203/4633, 14-15=-6930/4249, 12-14=7122/4695, 11-12=-3726/2606 WEBS 4-15=-2525/1354, 4-14=-314/701, 5-12=-586/1113, 6-12=-264/230, 8-12=2502/1639, 8-11=-785/996, 9-11=-3766/2633, 3-16=-320/101, 3-15=200/918 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 10-6-2, Exterior(2) 10-6-2 to 14-9-1, Interior(1) 14-9-1 to 29-6-0 zone; porch left and right exposed;C-C for members and forces S MWFRS for reactions This item has been shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Finn, Walter, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) The Fabrication Tolerance at joint 4 = 8% Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and sealed and the 8) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. on any electronic copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=776, 17=722. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Padre East Blvd. Tampa FL 33810 Date: October 1,2020 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ■.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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458295 KEVIN MURHY A8 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:08 2020 Page 1 ID:O_8gwABzpWDf8k7NY5KF8?zegDB-Pf30gv5QJlksHgzN WLyLPHE_Q2nFaSJfeKOwOlyXghb 9-M 13-3-7 17-M 21-3 6 25-3-5 29-8-12 3-11-12 4-3-7 3-11-15 3-11-15 3-11-15 4-5-7 3.25 12 5x8 MT18HS 7x8 MT18HS i Scale = 1:54.3 3x8 = 3x4 = 7x10 MT18HS = 4x8 = 6x8 = 5 23 6 7 8 9 24 10 Im N 18 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5 0 4 9-11 13 3-7 17-31 21-31 213-5 29 8-12 5,.Jr 3-11-15 3-11-15 4-5 7 Plate Offsets (X,Y)— [2:0-4-0,0-3-51,[4:0-5-8,0-3-01,[8:0-4-8,0-5-41,[9:0-3-8,0-2-01,[12:0-3-8,0-1-81,[14:0-4-0,0-5-01,[16:0-4-0,0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.46 14-15 >777 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.85 14-15 >419 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) -0.59 18 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wtnd(LL) 1.02 15 >348 240 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-8: 2x6 SP 240OF 2.OE, 8-10: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 2x4 SP No.3 `Except' 10-18: 2x6 SP No.2, 10-12,5-16: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 18=0-5-8 Max Horz 2=238(LC 12) Max Uplift 2=-781(LC 12), 18=717(LC 12) Max Grav 2=1187(LC 1), 18=1089(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5063/8449, 3-4=-5109/8033, 4-5=4850/7736, 5-6=5634/8167, 6-7=4635/6569, 7-9=-4635/6569, 9-10=-2855/3986, 11-18=-1089/1504, 10-11 =-982/131 0 BOT CHORD 2-17=-8317/4774, 16-17=-8306/4818, 15-16=-8478/5687, 14-15=-8478/5687, 13-14=-8127/5621, 12-13=3986/2855, 11-12=297/217 WEBS 3-16=-71/443, 4-16=-2908/1752, 10-12=-3869/2768, 9-12=-806/1011, 9-13=2724/1877, 6-13=-1040/1643, 6-14=-342/180, 5-14=-61/329, 5-16=-1067/889 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 9-0-0, Exterior(2) 9-0-0 to 13-3-7, Interior(1) 13-3-7 to 29-6-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; This item has been Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. Sealed by Finn, Walter, PE 5) The Fabrication Tolerance at joint 4 = 12% using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Printed copies of this 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not Considered 8) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be verified 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on an electronic copies. 2=781, 18=717. Y P Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tamps FL 33610 Date: October 1,2020 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe kit 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 Inf ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458296 KEVIN MURHY AA Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:09 2020 Page 1 ID:O_BgwA8zpWDf8k7NY5KFB?zegDB-trcm 1 F6243sjvpYZ43UayVninS5DJwWot_8TWIyXgha -1-8-0 8-3-0 15-0.0 1,5-8-Q 20-5-12 , _ 24-6-0 2$, 29-3-0 1-8-0 8-3.0 6-9-0 -8- 4-9-12 4-0-0 0-6- 13-0 ' Scale = 1:54.5 3x4 11 5x6 = 5.00 12 3x4 = 3x4 3x5 II = 4 5 23 6 24 7 25 26 8 3x4 = 3x8 = 2x3J 11 2x3 II 6x8 = 3x4 11 3x4 I I B-3-0 15-0-0 1$-B•Q 24-6-0 2$-0.p 29-3-0 8-3-0 6-9-0 -8- 8-10-0 0-6- 4-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.18 12-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.40 12-13 >883 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 9 We We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 15 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 4-16,7-10: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=277(LC 12) Max Uplift 9=337(LC 12), 2=373(LC 12) Max Grav 9=1094(LC 1). 2=1182(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2188/956, 3-4=-2496/1332, 4-5=2425/1437, 5-6=2071/1156, 6-7=-1001/534, 7-8=-984/534, 8-9=1058/610 BOT CHORD 2-17=-1124/1956, 13-14=-1162/2067, 12-13=-970/1696, 4-14=-202/300 WEBS 3-17=-589/480, 14-17=-1206/2064, 3-14=-185/338, 6-13=-243/496, 6-12=906/568, 8-12=-747/1377, 5-13=0/356, 5-14=693/736 PLATES GRIP MT20 244/190 Weight: 195 lb FT = 20% Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16, 10-12 1 Row at midpt 8-9. 14-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 15-8-0, Exterior(2) 15-8-0 to 19-10-15, Interior(1) 19-10-15 to 29-1-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 9=337, 2=373. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the,overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458297 KEVIN MURHY AB Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:10 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-L1A8Fb6grM_aWz7ldm?pUiJTQrR 2Nex6et1SByXghZ B-3-0 15-0-0 15 8-0 17-8-0 24-6-0 2 O 0 28-4-0 A q 1.8.0 8-3-0 6-9-0 -8 2-0-0 6-10-0 0 3—-4�-11� 0 O 3x5 � Scale = 1:55.0 4x8 = 3x4 II 3x6 = 5.00 12 6 25 26 27 7 8 9 ie i� i� is ii lu 3x4 = 3x8 = 2x3 11 2x3 II 6x8 = 3x4 11 3x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.29 18-22 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.15 16 >999 240 Weight: 195 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 5-17,7-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 15-17, 11-13 WEBS 1 Row at midpt 15-18, 6-13, 9-10 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-369(LC 12), 10=-341(LC 12) Max Grav 2=1182(LC 1). 10=1094(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2193/927, 3-5=-2607/1375, 5-6=1773/986, 6-7=-849/505, 7-8=-816/488, 8-9=-800/473, 9-10=-1045/629 BOT CHORD 2-18=-1114/1961, 14-15=-1374/2325, 13-14=-936/1643, 5-15=-477/941, 7-13=-318/283 WEBS 3-18=-633/498, 15-18=-120112087, 3-15=-268/373, 5-14=-11081702, 6-14=-441/899, 6-13=-940/537, 9-13=-704/1230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 17-8-0, Exterior(2) 17-8-0 to 21-10-15, Interior(1) 21-10-15 to 28-4-0, Exterior(2) 28-4-0 to 29-1-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 6) Refer to girder(s) for truss to truss connections. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=369, 10=341. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekS 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 ANSIITPI1 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 KEVIN MURPHY T21458298 KEVIN MURHY AC Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:11 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KFB?zegDB-pDkWSx7Jcg6R87iyBU W21 wsafFiUnn65Kida?dyXghY -1-8.0 7-9-9 10-6-2 15.1-1 19-8-0 26-0-0 29-3-0 1-8-0 7-9-9 2-8-10 4-6-15 4-6-15 6-8-0 2-11-0 d1 3x12 % 3.25 12 4x5 = Scale = 1:54.8 5.00 12 48 = 7 2021 22 8 19-8-0 LOADING (psi) 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 FBC20171TPI2014 CSI. TC 0.59 BC 0.89 WB 0.97 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.47 14 >750 360 Vert(CT) -0.89 12-14 >391 240 Horz(CT) 0.32 10 n/a n/a Wind(LL) 0.46 14 >753 240 PLATES MT20 MT18HS Weight: 158 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12), 10=-349(LC 12) Max Grav 2=1173(LC 1), 10=1074(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4874/2595, 3-4=-4465/2370, 4-6=-4490/2461, 6-7=-1408/811, 7-8=-1259/802, 8-9=-585/370,9-10=-1048/658 BOT CHORD 2-14=-2721/4579, 12-14=-1300/2126, 11-12=-298/506 WEBS 3-14=-316/278, 6-14=1358/2552, 6-12=-1104/726, 7-12=32/319, 8-12=-564/999, 8-11=-713/498, 9-11=-558/944 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 19-8-0, Exterior(2) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 26-4-0, Exterior(2) 26-4-0 to 29-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 7) Refer to girder(s) for truss to truss connections. using a �191ta1 Signature. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify Printed Capacity of bearing surface. Copies Of this 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=370,10=349. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 KEVINMURPHY T21458299 KEVIN MURHY AD Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:12 2020 Page 1 ID:O_8gwA8zpVvDf8k7NY5KFB?zegDB-HQlufHBxN_FHmHH8IB1 HZ70mhfOfWMcEZyM7X3yXghX -1-8-0 7-9-9 10-6-2 16-1-1 , 21-&0 , 24-4-0 _, 29-3-0 1-8-1 7-9-9 2-8-10 5-6-15 5.6-15 2-8-0 4-11-0 5.00 12 3.25 12 4x8 5x6 = 5x8 MT18HS = Scale = 1:58.2 1G-6-2 16-1-1 21-8-0 24-4-0 29-3-0 10-6-2 5-6-15 5-6-15 2-8-0 4-11-0 Plate Offsets (X,Y)— [2:0-2-15,0-1-0],[7:0-3-0,0-2-4],[8:0-5-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.54 15 >644 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.97 15 >358 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.38 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS WMd(LL) 0.54 15 >645 240 Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-12 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=295(LC 12) Max Uplift 2=-370(LC 12), 10=349(LC 12) Max Grav 2=1173(LC 1). 10=1074(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4852/2521, 3-4=-4453/2302, 4-6=2197/1164, 6-7=-961/563, 7-8=-815/573, 8-9=-902/558, 9-10=-11541725 BOT CHORD 2-15=-2649/4557, 14-15=-2232/3990, 12-14=-1156/2000, 11-12=-457/819 WEBS 3-15=-304/272, 4-15=-654/1319, 4-14=-2098/1135, 6-14=-421/937, 6-12=-1464/861, 7-12=-154/367, 9-11=-624/1126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 21-8-0, Exterior(2) 21-8-0 to 28-6-15, Interior(1) 28-6-15 to 29-1-4 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. This has been 4) All plates are MT20 plates unless otherwise indicated. Item 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn, Walter, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies of this 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. document are not considered 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signed and sealed and the 2=370, 10=349. signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HBO' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458300 KEVIN MURHY ATA ATTIC 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:13 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-IcsHtc9Z7HN8N RsKJvYW6LxuN3SpFpBOoc6h3WyXgh W -1-8-0 3-6-12 6-4-4 8-9-8 1 10-6-0 11-7-3 2-2- 14-7-12 17-5.4 20.8-0 1-10 3-6-12 2-9-8 2-5-4 -7-5 1-1-3 1-1-3 -7-5 2-5-4 2-9-8 3-2-12 3x6 = 3x5 = Scale = 1:36.4 Ia __ — 3x4 = 3x4 = bx6 M116H6 = 3x4 = 4x4 = 644 14-7-12 20-8-0 ' 6-4-4 8-3-8 6-04 Plate Offsets (X,Y)— [2:0-0-9,Edge), [6:0-3-0,Edgej, [10:0-0-1,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.40 11-13 >626 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.64 11-13 >385 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 10 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.15 11-13 >999 240 Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-4-0, 2=0-8-0 Max Horz 2=107(LC 11) Max Uplift 10=-172(LC 12), 2=263(LC 12) Max Grav 10=1014(LC 19), 2=1089(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2423/665, 3-4=-1938/498, 4-5=-1615/508, 5-6=-163/1159, 6-7=-147/1155, 7-8=-1619/524,8-9=-1930/525, 9-10=2351/710 BOT CHORD 2-13=-585/2301, 11-13=-350/1660, 10-11=-609/2166 WEBS 8-11=-44/718, 4-13=-141745, 5-7=-2912/730, 3-13=703/258, 9-11=-614/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-0-10, Interior(1) 1-0-10 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0, Interior(1) 13-6-0 to 20-8-0 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. This Item has been 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-7 electronically signed and 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 sealed by Finn, Walter, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 10=172,2=263. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Printed copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web 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?F/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satery/nrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r Job Truss Truss Type Qty Ply KEVINMURPHY T21458301 KEVIN MURHY B3 Half Hip 1 1 Job Reference o tional Uhambers truss, Inc., Fort Fierce, FL , -1-8-0 , 7-8-5 15-0-0 d 5.00 12 8.4ZU s Aug Zb ZUZU MI I eK Industries, Inc. I hU UCt 1 U8:46:14 2U2U Page 1 ID:O_8gwABzpWDf8k7NY5KF8?zegDB-DoQf4y9BubV??bRXsc31fYU7bTpD_8jXOGrEbyyXghV 22-3-4 29-4-12 36-8-0 , Scale = 1:64.7 5x8 = 3x4 11 3x6 = 3x4 = 4x5 = 4 21 22 5 6 23 7 24 8 3x5 = 3x4 11 4x6 = 3x4 = 3x6 = 3x8 = 4x4 = 3x6 11 22-3-4 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.0 Rep Stress Incr YES WE, W0.98 Horz(CT) BCDL 10.0 Code FBC2017rTPI2014 Matrix -MS Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 9=0-4-0, 2=0-8-0 Max Horz 2=267(LC 12) Max Uplift 9=-417(LC 12), 2=-464(LC 12) Max Grav 9=1393(LC 17), 2=1446(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2911/1414, 3-4=-2168/1116, 4-5=-1910/1050, 5-7=-1910/1050, 7-8=-1296/693, 8-9=-1286/757 BOT CHORD 2-15=-1553/2668, 13-15=-1553/2669, 11-13=-1112/1961, 10-11=693/1296 WEBS 3-15=0/314, 3-13=785/484, 4-13=148/529, 5-11=-402/335, 7-11=-477/836, 7-10=-967/654,8-10=-912/1707 29-4-12 36-8-0 in (loc) I/deft Lid PLATES GRIP -0.15 11-13 >999 360 MT20 244/190 -0.29 11-13 >999 240 0.08 9 n/a n/a 0.14 13 >999 240 Weight: 206 lb FT = 20% Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-10-6 oc bracing. 1 Row at midpt 8-9, 4-11, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-11-5, Interior(1) 1-11-5 to 15-0-0, Exterior(2) 15-0-0 to 20-2-4, Interior(1) 20-2-4 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 jive 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 (jt=lb) 9=417, 2=464. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. *R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not wee• a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 ANSI1TPI1 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 KEVIN MURPHY T21458302 KEVIN MURHY B4 Half Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:15 2020 Page 1 I D:O_8gwA8zpWDf8k7 NY5KFB?zeg D B-i?_1 I IApfvdsdkOjO Ka_Bm O G4s4 Lj b4hFvbo8OyXgh U 2-8-0 9-11-13 13-0-0 15 8-0 22-8-9 29-7-7 36 -O 2-8-0 7-3-13 3-0-4 2-8-0 7-0-9 6-10-13 7-0-9 a 6x8 = 3x4 II 3x8 = 3x6 = 2x3 II - ^^ 4 523 24 25 6 7 8 26 27 Scale: 3/16"=1' 4x5 = oxo — 3x4 II 3x6 = 4x10 = 3x6 II 6x8 = 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 FBC20171TPI2014 CSI. TC 0.63 BC 0.77 WB 0.97 Matrix -MS DEFL. in (loc) Ildefl L/d Vert(LL) -0.32 17-20 >999 360 Vert(CT) -0.62 17-20 >701 240 HOrz(CT) 0.26 10 n/a file Wind(LL) 0.32 17-20 >999 240 PLATES GRIP MT20 244/190 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, 1-4: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. Except: 5-14: 2x4 SP No.3 5-1-0 oc bracing: 2-17 WEBS 2x4 SP No.3 5-4-0 oc bracing: 16-17 WEBS 1 Row at midpt 9-10, 6-11, 9-11 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 1=0-8-0, 10=0-4-0 Max Horz 1=198(LC 12) Max Uplift 1=-376(LC 12), 10=-411(LC 12) Max Grav 1=1357(LC 1), 10=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/15, 2-3=3430/1806, 3-4=2758/1525, 4-5=-2582/1453, 5-6=-2571/1449, 6-8=-1430/761,8-9=-1430/761, 9-1 0=-1 278/742 BOT CHORD 2-17=-1917/3262, 16-17=-1917/3262, 15-16=-1371/2387, 5-15=-310/279, 13-14=-107/258, 11-13=-1156/2148 WEBS 3-17=13/272, 3-16=-1286/799, 4-16=556/960, 4-15=-210/376, 13-15=-1057/1904, 6-15=-353/510,6-11=-916/504,8-11=-402/328, 9-11=-956/1799 Id NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-2-4, Interior(1) 18-2-4 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 2) Provide adequate drainage to prevent water ponding. electronically Signed and 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signed and sealed and the 1=376,10=411. signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/i 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 KEVINMURPHY T21458303 KEVIN MURHY B5 Half Hip 1 1 Job Reference (optional) Unambers I runs, Inc., Fort Pierce, FL 6.42U s Aug Zb ZUZU Mi I eK Inaustries, Inc. I nu Uct 1 U6:46:1 b ZULU Page 1 I D:0_8gwA8zpWDf8k7NY5KF8?zegDB-ABYPVeBRQCIjEubv_16DkzZPZGQfS47gUZKLgryXghT 2 8-0 7-2-7 11-0-0 15-8-0 22-8-9 29-7-7 36 8-0 2-8-0 4 6 7 3-9-9 4-8-0 7-0-9 6-10-13 7-0-9 6x8 = 5.00 12 3x4 II 3x8 = 3x6 = 2x3 II 523 24 25 6 7 8 26 Scale: 3/16"=l' 4x5 = 27 9 Ia 6x10 2x3 II 3x4 = 14 13 " 11 10 3x4 II 3x6 = 4x10 = 3x6 II 5x5 = LOADING (psi) 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 0.71 BC 0.83 WB 0.86 Matrix -MS DEFL. in (loc) I/defl Lid Vert(LL) -0.30 15-16 >999 360 Vert(CT) -0.56 15-16 >775 240 Horz(CT) 0.25 10 n/a rile Wind(LL) 0.29 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 218lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, 1-4: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP M 30 `Except* BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. 5-14: 2x4 SP No.3 WEBS 1 Row at midpt 13-15, 6-11, 9-11 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 1=0-8-0, 10=0-4-0 Max Horz 1=168(LC 12) Max Uplift 1=-380(LC 12). 10=407(LC 12) Max Grav 1=1357(LC 1). 10=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/56, 2-3=-3933/2121, 3-4=2994/1620, 4-5=3159/1729, 5-6=-3131/1717, 6-8=-1686/884, 8-9=-1686/884, 9-10=12771734 BOT CHORD 2-17=-2223/3789, 16-17=-2223/3789, 15-16=-152312690, 5-15=-333/289, 13-14=-133/295, 11-13=1337/2533 WEBS 4-16=-350/694, 4-15=-309/598, 13-15=121312255, 6-15=434/682, 6-11 =-1 019/545, 8-11=-401/327, 9-11 =-1 048/2001, 3-16=-1267/803 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-2-4, Interior(1) 16-2-4 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. This Item has been 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed Copies of this capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) document are not considered 1=380,10=407. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458304 KEVIN MURHY B6 Half Hip 1 1 Job Reference o tional l:namDerS truss, Inc., tort tierce, hL d.42U 5 Aug Zb LULU MI I eK InOUS[r1e5, Inc. I nu UC[ 1 Ut7:4d:7 /LULU rage 1 ID:O_8gwA8zpWDf8k7NY5KF87zegDB-eN5nj_C3BWtas2A5YkdSGB6cagmwBX3zj D4uCHyXghS 2-8-0 9-0-0 15-8-0 22-8-9 29-7-7 3BAD 2-8-0 6-0-0 6-8-0 7-0-9 6-10-13 7-0-9 6x8 = 5.00 12 3 3x4 II 3x4 = 3x6 = 20 421 22 5 6 Scale: 3/16"=1' 3x4 = 3x8 = 7 23 24 8 I9 0 6x8 = 2x3 II 13 12 11 10 9 3x4 II 3x6 = 4x6 = 3x6 II 6x8 = 2-8-0 9-0-0 15-8-0 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 FBC20171TP12014 CSI. TC 0.63 BC 0.83 WE 0.88 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.39 14 >999 360 Vert(CT) -0.74 14-15 >588 240 Horz(CT) 0.27 9 n/a n/a Wind(LL) 0.38 14 >999 240 PLATES GRIP MT20 2441190 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, 1-3: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 5-7-1 oc bracing. Except: 4-13: 2x4 SP No.3 5-4-0 oc bracing: 2-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-10 12-14: 2x4 SP M 30 REACTIONS. (size) 1=0-8-0, 9=0-4-0 Max Horz 1=138(LC 12) Max Uplift 1=-384(LC 12), 9=403(1_C 12) Max Grav 1=1357(LC 1),9=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/97, 2-3=-3287/1715, 34=4063/2163, 4-5=-3999/2132, 5-7=-3066/1584, 7-8=-2054/1062, 8-9=-1275/725 BOT CHORD 2-15=-1726/3099, 14-15=-1727/3110, 4-14=-370/316, 12-13=-180/355, 10-12=-1062/2054 WEBS 3-15=-16/339, 3-14=-522/1039, 12-14=1439/2762, 5-14=578/981, 5-12=761/514, 7-12=-606/1162, 7-10=-969/620, 8-1 0=1 190/2305 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-2-4, Interior(1) 14-2-4 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. This Item has been 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chard and any other members. using a Digital Signature. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify bearing Printed Copies of this capacity of surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) document are not considered 1=384, 9=403. signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 KEVIN MURPHY T21458305 KEVIN MURHY C Common 5 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:17 2020 Page 1 ID:O_8gwABzpWDf8k7NY5KF87zegDB-eN5nj_C3BWtas2A5YkdSGB6jNgsXBhhzjD4uCHyXghS -1-8-0 5-3-15 8-10-0 12-4-1 17-M 19-4-0 1170 5-3.15 3.6-1 3-6-1 5-3-15 1 8-0 Scale = 1:34.0 4x4 = Ig 3x4 = — 3x8 = 3x4 = 17-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.08 8-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.18 8-15 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.20 Horz(CT) 0.02 6 file n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.04 8-15 >999 240 Weight: 77 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-275(LC 12), 6=275(LC 12) Max Grav 2=747(LC 1), 6=747(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1187/595, 3-4=-915/460, 4-5=-915/460, 5-6=-1187/595 BOT CHORD 2-8=-429/1072, 6-8=-462/1072 WEBS 4-8=-188/520, 5-8=324/266, 3-8=-324/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0, Interior(1) 11-10-0 to 19-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=275, 6=275. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458306 KEVIN MURHY C1 Common 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:18 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KFB?zegDB-0afAwKDiyq?RUCkl5S8hpOet?4C?w977xtpSkjyXghR -1-8-0 5-3-15 8-10-0 12-4-1 17-3-8 1-8-0 5-3-15 3-6-1 3-6-1 4-11-7 Scale = 1:30.8 4x4 = 6 Io 3x4 = 3x8 = 3x4 = 8-10-0 17-3-8 8-10-0 8-5-8 Plate Offsets (X,Y)— [2:0-0-10,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 0.20 Vert(LL) -0.09 7-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 7-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.03 7-14 >999 240 Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 2=92(LC 11) Max Uplift 6=-185(LC 12), 2=275(LC 12) Max Grav 6=635(LC 1), 2=737(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1161/616, 34=-888/470, 4-5=-885/485, 5-6=-11421615 BOT CHORD 2-7=-516/1048, 6-7=-493/1012 WEBS 4-7=-212/490, 5-7=-291/250, 3-7=-325/265 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0, Interior(1) 11-10-0 to 17-3-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 6=185, 2=275. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verity 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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458307 KEVIN MURHY C2 Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:19 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-am DY7gDKj7716MJUf9fwMcB2dUZVfcTGAXZ?H9yXghQ 1 8-0 5-3-15 8-10-0 12-4-1 17-1-0 1-8-0 5-3-15 3$-1 3-6-1 4-8-15 ' Scale=1:31.0 4x4 = 1 2 Ia 8 7 3x6 = 3x8 = 3x5 = 3x4 = 3x8 I I 8-10-0 17-1-0 8-10-0 8-3.0 Plate Offsets (X,Y)— [2:0-0-10,Edge], [6:0-0-0,0-1-5], [6:0-3-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.09 7-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.19 7-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7-11 >999 240 Weight: 74 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=91(LC 11) Max Uplift 2=-273(LC 12), 6=182(LC 12) Max Grav 2=730(LC 1), 6=627(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/610, 3-4=-866/464, 4-5=861/476, 6-6=-1084/593 BOT CHORD 2-7=-513/1028, 6-7=-471/965 WEBS 4-7=-201/474, 5-7=-265/228, 3-7=-326/265 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0, Interior(1) 11-10-0 to 17-1-0 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=273, 6=182. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyln(ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458308 KEVIN MURHY C3 Half Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:19 2020 Page 1 ID:O_BgwA8zp WDf8k7NY5KF87zegDBam DY7gDKj7716MJUf9fwMcB_FUYWfWPGAXZ7H9yXghQ -0 6-7-13 9-8-0 17-1-0 1-B-0 6-7-13 3-0-3 7-5-0 3x5 = 45 = 3x8 = 14 15 17-1-0 Scale = 1:31.2 3x5 = 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017(rP12014 CSI. TC 0.49 BC 0.44 WB 0.57 Matrix -MS DEFL. in Vert(LL) -0.15 Vert(CT) -0.32 Horz(CT) 0.01 Wind(ILL) 0.07 (loc) VdeN Ud 7-11 >999 360 7-11 >641 240 6 n/a n/a 7-11 >999 240 PLATES GRIP MT20 244/190 Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=187(LC 12) Max Uplift 6=-198(LC 12), 2=-254(LC 12) Max Grav 6=622(LC 1), 2=724(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/533, 3-4=-784/412, 4-5=687/414, 5-6=-569/398 BOT CHORD 2-7=-635/924 WEBS 3-7=-310/285.5-7=451/753 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 9-8-0, Extedor(2) 9-8-0 to 13-10-15, Interior(1) 13-10-15 to 16-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 6=198, 2=254. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi rek® 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' buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITP11 Qualify Criteria, DSB-89 and 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 r• Job Truss Truss Type Qty Ply KEVIN MURPHY T21458309 KEVIN MURHY C4 Half Hip 1 1 Job Reference o tional L;nambers I runs, Inc., Fort Pierce, FL 8.420 s Aug 25 ZUZU MI I eK Industries, Inc. 1 nu Uct 1 U6:46:2U 2UZU Page 1 ID:O_BgwABzpWDf8k7NY5KFB?zegDB-2ynwLOEyURF9j WugDtA9upkBBturOyOQPB IYpcyXghP 1 8-0 8.6-0 11 8-0 17-1-0 1-8-0 8-6-0 3-2.0 5-5-0 4x8 = 3x4 11 Scale = 1:34.3 4 15 16 17 5 3x4 = 3x6 = 3x4 = 5x6 = 2x3 11 B-6-0 11-8-0 17-1-0 8-6-0 3-2-0 5-5-0 Plate Offsets (X,Y)— 14:0-5-4,0-2-01 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 0.35 Vert(LL) -0.10 8-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.24 8-12 >841 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 6 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 8-12 >999 240 Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=217(LC 12) Max Uplift 2=-246(LC 12), 6=206(LC 12) Max Grav 2=724(LC 1), 6=622(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-998/426, 3-4=-557/304 BOT CHORD 2-8=-555/855, 7-8=-555/855, 6-7=-305/469 WEBS 3-8=-6/298, 3-7=588/378, 4-7=-230/465, 4-6=620/404 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-6-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 11-8-0, Exterior(2) 11-8-0 to 15-10-15, Interior(1) 15-10-15 to 16-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=246, 6=206. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required 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 ANSIMP11 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 KEVIN MURPHY T21458310 KEVIN MURHY C5 HALF HIP 1 1 Job Reference o liana/ Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:21 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KFB7zegDB-W9LIYMFaFINOLgTtnahOR1 GLVHB U70_Zdr26L2yXgho -1-B-0 8-6-0 13.8-0 15-8-0 19-2-14 _ _ _ 25-5-4 1-B-0 8-6-0 5-2-0 2-0-1 3-6_14 6-2-6 Scale: 1/4"=1' d1 5x10 5.00 12 3x4 = 4x4 = 3x4 II 2x3 II 22 2x3 11 4x4 = 3x4 11 23 7 8 8-6-0 13-8-0 15-8-0 1912-14 24-10-0 2,5-5-Q 8-6-0 5-2-0 2-10 3-6-14 5-7-2 -7-4 Plate Offsets (X,Y)— [5:0-5-0,0-1-111,[12:0-6-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 15-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.29 15-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Cade FBC2017rrP12014 Matrix -MS Wind(LL) 0.12 15-19 >999 240 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 5-14: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-4-0 Max Horz 2=247(LC 12) Max Uplift 2=-326(LC 12), 10=298(LC 12) Max Grav 2=1023(LC 1), 10=978(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1762/767, 4-5=-2169/1143, 5-6=1356/734, 6-7=-1356/735 BOT CHORD 2-15=-909/1560, 11-12=-1130/2006, 5-12=-438/945 WEBS 4-15=-638/495, 4-12=-196/377, 7-10=-934/632, 12-15=1015/1751, 5-11=-740/450, 6-11=-332/275, 7-11=-829/1528 Structural wood sheathing directly applied or 4-7-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-11-8 oc bracing. Except: 10-0-0 oc bracing: 12-14 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 13-8-0, Exterior(2) 13-8-0 to 17-10-15, Interior(1) 17-10-15 to 25-3-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=326, 10=298. - This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE N0.22639 MiTek USA, Inc. FL Cart 66M 6904 Padre East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458311 KEVIN MURHY E COMMON 3 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:21 2020 Page 1 ID:0_8gwA8zpWDf8k7NY5KF87zegDB-W9LIYMFaFINOLgTtnahOR1 GNHHHG7Y1 Zdr26L2yXghO -1-8-0 4-3-0 8-&0 10-2-0 1 8 0 4-3-0 4-3-0 1-8-0 i 44 = 3x4 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 6-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Wind(LL) 0.02 6-10 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 4=0-8-0 Max Horz 2=-53(LC 10) Max Uplift 2=-280(LC 12), 4=-291(LC 12) Max Grav 2=399(LC 1), 4=416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/459, 3-4=240/459 BOT CHORD 2-6=-291/191, 4-6=291/191 Scale = 1:22.2 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 4-3-0, Exterior(2) 4-3-0 to 7-1-13, Interior(1) 7-1-13 to 10-2-11 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=280, 4=291. Ia This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not Inv 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(TPI1 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 KEVIN MURPHY T21458312 KEVIN MURHY E1 COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:22 2020 Page 1 ID:O_8gwA6zpWDf8k7NY5KF8?zegDB-?LvgmhGCO2Vtzp23KIDdzEpYLhcns_ujsVnftUyXghN -1-9-0 4-2-0 7-7-0 8-4-4 _ 10-1-0 1-9-0 4-2-0 3-5-0 0-9-4 1-8-12 Scale = 1:22.6 4x4 = 3x4 11 2x3 11 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 0.24 Vert(LL) -0.03 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.02 9-10 >999 240 Weight: 40 lb FT = 20e/ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 10=0-3-0, 8=0-4-0 Max Horz 10=53(LC 11) Max Uplift 10=-165(LC 12), 8=-194(LC 12) Max Grav 10=370(LC 1), 8=436(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-297/377 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-9-11 to 1-2-5, Interior(1) 1-2-5 to 4-2-0, Exterior(2) 4-2-0 to 7-2-0, Interior(1) 7-2-0 to 10-1-11 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=165, 8=194. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458313 KEVIN MURHY E2 COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:23 2020 Page 1 ID:O_BgwABzpWDf8k7NY5KF8?zegDB-TXT2z1GgnMdkazdFu?ksWSMix5zpbR?s59XDQxyXghM 4-2-0 7-7-0 , _8AA 4-2-0 3-5-0 0-94 4x4 = 3x4 Scale = 1:20.5 3x4 11 2x3 11 4-2-0 7-7-0 7,9-p 8-4-4 , 4-2-0 3-5-0 0-2- 0-7 4 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 0.31 Vert(LL) -0.03 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.05 7,8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Wind(LL) 0.02 7 >999 240 Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=0-3-0, 6=0-4-0 Max Horz 8=-36(LC 10) Max Uplift 8=-81(LC 12). 6=-96(LC 12) Max Grav 8=273(LC 1), 6=323(LC 1) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-195/275 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-2-0, Exterior(2) 4-2-0 to 7-2-0, Interior(1) 7-2-0 to 8-2-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 8, 6. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tamps FL 33610 Date: October 1,2020 WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �� ��gg building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' �T�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 ANSIITP/i 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 KEVIN MURPHY T21458314 KEVIN MURHY G Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:23 2020 Page 1 ID:0_8gwA8zpWDf8k7NY5KF8?zegDB-TXT2z1 GgnMdkazdFu?ksWSMjv5vvbQBs59XDQxyXghM -1-8-0 5-8-12 9-0-0 12-0-0 15-3-4 20-8-0 , 1-8-0 5-8-12 3-3-4 3-0-0 3-3-4 5-4-12 Scale = 1:37.6 44 = 4x4 = 3x5 = 3x4 = 3x6 = 3x4 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.13 10-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.28 10-16 >876 240 BCLL 0.0 Rep Stress Incr YES WE 0.13 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(ILL) 0.07 10-16 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=94(LC 11) Max Uplift 7=-222(LC 12), 2=-312(LC 12) Max Grav 7=761(LC 1), 2=862(LC 1) PLATES GRIP MT20 2441190 Weight: 89 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1443/836, 3-4=-1165/675, 4-5=1040/660, 5-6=-1159/684, 6-7=-1417/800 BOT CHORD 2-10=-723/1307, 8-10=-470/1040, 7-8=67011263 WEBS 3-10=-366/309, 4-1 0=-1 18/324, 5-8=119/288, 6-8=-320/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 9-0-0, Exterior(2) 9-0-0 to 16-2-15, Interior(1) 16-2-15 to 20-8-0 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=222,2=312. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Inv 11' 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 ANSIMP11 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 KEVINMURPHY T21458315 KEVIN MURHY G1 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:24 2020 Page 1 1D:0_8gwA8zp WDf8k7NY5KF87zegDB-xkOR B N H SYglb C7 C S Sj F53fut3V GwKg67Kp GmyNyXghL -1-8-0 7-8-5 , 10-10-0 16-2-0 16-�-8 20-8-0 , 1-8-0 7-8-5 3-1-11 5-4-0 0 4-5-8 4x8 = 16 17 46 = 18 Scale = 1:37.9 3x4 = 3x4 = 20 II — 3x4 = 3x8 = 3x5 11 7-8-5 10-10-0 16-2-0 16-2 8 20-8-0 7-8-5 3-1-11 5-4-0 0- -8 4-5-8 Plate Offsets (X,Y)— (4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.18 11-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 11-14 >999 240 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=205(LC 12) Max Uplift 7=-239(LC 12), 2=-291(LC 12) Max Grav 7=755(LC 1), 2=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1381/630, 3-4=-968/518, 4-5=-599/340, 5-6=-590/333, 6-7=721/443 BOT CHORD 2-11=-728/1215, 9-11=-728/1215, 8-9=506/855 WEBS 3-11=0/263, 3-9=-524/319, 4-9=-1901416, 5-8=311/254, 4-8=-332/215, 6-8=-485/861 Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. Rigid ceiling directly applied or 8-5-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 10-10-0, Exterior(2) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 20-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=239, 2=291. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall r 11, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458316 KEVIN MURHY G2 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:25 2020 Page 1 ID:O-8gwA8zpWDf8k7NY5KFB?zegDB-PwapOjl5JztRgHneOQmKbtR2Gubg3Ek9YTOJUpyXghK -1-8-0 5-6-3 8-10-0 14-2-0 18-2-8 20-8-0 1-8-0 5-6-3 3-3-13 5-4-0 4-0-8 2-5-8 4x4 = Scale = 1:37.9 3x4 = 3x5 = 3xB = '— 2x3 II 3xB = 3x6 II 8-10-0 14-2-0 18-2-8 20-8-0 8-10.0 5-4-0 4-0-8 2-5.8 Plate Offsets (X,Y)— [2:0-0-6,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 0.26 Vert(LL) -0.11 12-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.24 12-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 12-15 >999 240 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Harz 2=235(LC 12) Max Uplift 8=-247(LC 12), 2=284(LC 12) Max Grav 8=755(LC 1), 2=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1442/694, 3-4=-1179/559, 4-5=1057/556, 5-6=-348/141, 6-7=-277/172, 7-8=-737/469 BOT CHORD 2-12=-870/1306, 10-12=-542/911, 9-10=-543/908 WEBS 3-12=304/253, 4-12=-12/294, 5-9=-842/491, 7-9=-457/737 Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. Rigid ceiling directly applied or 7-10-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C•Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 8-10-0, Exterjor(2) 8-10-0 to 11-10-0, Interior(1) 11-10-0 to 18-2-8, Exterjor(2) 18-2-8 to 20-6-4 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) 8=247,2=284. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUfP11 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 KEVIN MURPHY T21458317 KEVIN MURHY G3 Roof Special 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:26 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-t68Bb3Jj4H?IRRMgZ7HZ84_CC IxCogl In7ltOGyXghJ -1-8-0 6-10-0 12-2-0 16-1-8 20-2-8 20 6 D 1 8-0 6-10-0 5-4-0 3-11-7 4-1-0 5- Scale = 1:40.0 3x4 II 3x4 = 2x3 II 3X6 = 48 = 6x8 = Plate Offsets (X,Y)— [3:0-5-4,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.15 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.30 7-8 >814 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.07 10-13 >999 240 Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=270(LC 12) Max Uplift 7=-257(LC 12), 2=274(LC 12) Max Grav 7=755(LC 1), 2=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1406/583, 3-4=-1335/491, 4-5=1522/593 BOT CHORD 2-10=-788/1240, 8-10=-788/1247, 7-8=-343/575 WEBS 4-8=-790/398, 5-8=-522/1192, 5-7=-809/489 Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-0-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 6-10-0, Exterior(2) 6-10-0 to 9-10-0, Interior(1) 9-10-0 to 20-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 7=257, 2=274. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIMPlf 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 KEVIN MURPHY T21458318 KEVIN MURHY G4 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:26 2020 Page 1 ID:O_8gwA8zpVVDf8k7NY5KFB?zegDB-t68Bb3Jj4H?IRRMgZ7HZ84 E_Ixvof91n71tOGyXghJ 18-0 4-10-0 10-2-0 15-11-11 20-8-0 1 8 0 4-10-0 54-0 5-9-11 4-8-5 3x4 11 Scale = 1:42.3 3x4 = 3x4 = 3x6 = 3x4 = 5x6 = 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.08 10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.16 8-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix -MS Wind(LL) 0.07 10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=270(LC 12) Max Uplift 7=-257(LC 12), 2=274(LC 12) Max Grav 7=755(LC 1), 2=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1539/660, 3-4=-1404/661, 4-5=755/204 BOT CHORD 2-11=-880/1381, 10-11=-943/1916, 8-10=-946/1909, 7-8=-349/648 WEBS 3-11=-21/352, 4-11=-551/150, 4-8=-13381635, 5-8=-179/571, 5-7=903/484 M N PLATES GRIP MT20 244/190 Weight: 112 lb FT = 20% Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals. Rigid ceiling directly applied or 7-6-15 oc bracing. 1 Row at midpt 4-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 4-10-0, Exterior(2) 4-10-0 to 9-0-15, Interior(1) 9-0-15 to 20-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip COL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=257, 2=274. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Ina FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ply a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Inv i building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 KEVIN MURPHY T21458319 KEVIN MURHY G5 Roof Special 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:27 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF87zegDB-LIiZpPKLgb893bwO7roogl WPyiEAX5hSOnVQZiyXghl 2-10-0 8-2-0 14-2-14 20-8-0 2-10-0 5-4-0 6-0-14 6-5-2 3x4 11 Scale = 1:41.6 3x4 = 4x6 = 2x3 11 5x6 Mr1BH5 = 5x6 = Bx6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.19 8-10 >999 360 TCDL 7.0 Lumber DOL 1.25 Be 0.51 Vert(CT) -0.36 8-10 >688 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 8-10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=270(LC 12) Max Uplift 7=-257(LC 12), 2=-274(LC 12) Max Grav 7=755(LC 1), 2=856(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1690/674, 3-4=1592/661, 4-5=10841320 BOT CHORD 2-11=-911/1541, 10-11=-1345/2995, 8-10=-1350/2987, 7-8=-489/967 WEBS 3-11=-76/431, 4-11 =-1 442/501, 4-8=2060/895, 5-8=-143/600, 5-7=-1114/561 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 110 lb FT = 20c/u Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. Rigid ceiling directly applied or 6-3-13 oc bracing. 1 Row at midpt 4-8. 5-7 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 2-10-0, Exterior(2) 2-10-0 to 7-0-15, Interior(1) 7-0-15 to 20-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=257, 2=274. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ALWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 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 KEVIN MURPHY T21458320 KEVIN MURHY GRA HALF HIP GIRDER 1 q J Job Reference o tional Ghambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:30 2020 Page 1 I D:0_8gwABzpWDf8k7NY5KF8?zegDB-mtOiRQMD7W Wkw2fbozMVlw8ndvAckQmuilj491 yXghF 1-8-0 7-0-0 10' 4 13-8-5 16-9-11 19-11-1 23-00 7 26-1-14 29112 1 8 0 7-0-0 3- -14 3-1-6 3-1 6 3-1-6 3-1-0 3-1-6 3-6-14 7x10 MT18HS = 3x4 = 3x4 = 3x4 II 5.00 12 3 25 4 26 27 5 2829 6 2 2036 37 19 38 39 18 17 4016 d1 5x8 MT18HS = 3x5 = 5x8 MT18HS = 3x4 = 3x8 = 3x8 3.25 12 Scale = 1:54.6 3x4 =5x6 = 3x4 = 4x4 = 4x10 = 30 7 8 31 9 32 10 33 34 3511 I 12 41 15 42 14 43 13 44 45 3x4 = 4x4 = 4x8 = 3x 21 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 26-1-14 29-8-12 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.80 BC 0.91 WB 0.78 Matrix -MS DEFL. in Vert(LL) 1.23 Vert(CT) -1.32 Horz(CT) 0.67 (loc) I/deft Ud 18 >288 240 18 >267 240 21 n/a n/a PLATES MT20 MT18HS Weight: 469 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3: 2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 2x4 SP No.3 `Except` 11-21,3-20: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 21=0-5-8 Max Horz 2=195(LC 8) Max Uplift 2=-1637(LC 8), 21=1809(LC 8) Max Grav 2=2262(LC 1), 21=2488(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11175/8194, 3-4=-14992/11011, 4-5=-16201/11848, 5-6=-16042/11698, 6-7=-16042/11698, 7-9=-14168/10310, 9-10=-11096/8063, 10-11=-6411/4653, 12-21=-2488/1809, 11-12=-2190/1569 BOT CHORD 2-20=-7902/10639, 19-20=8349/11232, 18-19=11008/14989, 16-18=-11848116201, 15-16=-10310/14168, 14-15=-8063/11096, 13-14=-4653/6411, 12-13=-384/528 WEBS 3-20=-2552/3338, 3-19=-2789/4087, 4-19=-838/521, 4-18=-901/1321, 7-16=1467/1980, 7-15=-753/515, 9-15=-2374/3246, 9-14=-1256/878, 10-14=-3602/4949, 10-13=-1588/1110, 11-13=4479/6172 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131 "x3") nails as follows: 2x4 - 2 rows staggered at 0-4-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Bottom chords connected with 1 Od (0.131"x3") nails as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Web connected with 12 Gauge (0.216"x3.5') screws as follows: 2x6 - 3 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` 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. 10) Bearing at joint(s) 2, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) onti?faWffn �%M9 This item has been electronically signed and sealed by Finn, Walter, PE - using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 ANSLITPlf 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 nr•4r,hcr � �n�n Job Truss Truss Type Qty Ply KEVIN MURPHY T21458320 KEVIN MURHY GRA HALF HIP GIRDER 1 q J Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:30 2020 Page 2 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-mtOiRQMD7 W Wkw2fbozMVlwBndvAckQmuilj491 yXghF NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 125 lb up at 7-0-0, 60 lb down and 38 lb up at 9-0-12, 60 lb down and 38 lb up at 11-0-12, 60 lb down and 38 lb up at 13-0-12, 60 lb down and 38 lb up at 15-0-12, 60 lb down and 38 lb up at 17-0-12, 60 lb down and 38 lb up at 19-0-12, 60 lb down and 38 Ib up at 21-0-12, 60 lb down and 38 lb up at 23-0-12, 60 lb down and 38 lb up at 25-0-12, and 60 lb down and 38 lb up at 27-0-12, and 51 lb down and 38 lb up at 29-0-12 on top chord, and 474 lb down and 422 lb up at 7-0-0, 171 lb down and 151 lb up at 9-0-12, 171 lb down and 151 lb up at 11-0-12, 171 lb down and 151 lb up at 13-0-12, 171 lb down and 151 lb up at 15-0-12, 171 lb down and 151 lb up at 17-0-12, 171 lb down and 151 lb up at 19-0-12, 171 lb down and 151 lb up at 21-0-12, 171 Ib down and 151 lb up at 23-0-12, 171 lb down and 151 lb up at 25-0-12, and 171 lb down and 151 lb up at 27-0-12, and 176 lb down and 153 lb up at 29-0-12 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, 3-11=54, 20-22=-20, 12-20=-20 Concentrated Loads (lb) Vert: 3=-24(B) 8=-7(B) 6=-7(B) 16=-171(B) 9=-7(B) 14=-171(B) 25=-7(B) 26=-7(B) 27=-7(B) 29=-7(B) 30=7(8) 32=-7(B) 33=-7(B) 35=-19(B) 36=-474(B) 37=-171(B) 38=-171(B) 39=171(13) 40=-171(B) 41=-171(B) 42=-171(B) 43=-171(B) 44=171(B) 45=-176(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply KEVIN MURPHY T21458321 KEVIN MURHY GRB Half Hip Girder 1 n L Jab Reference o tional Gnamners truss, Inc., Fort Hlefce, FL 23.4zU s Aug zo zuzu mi i eK mausines, Inc. i nu uct 1 Ud:4o:do Zulu rage 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-6rBbU8QMy2810pYZbV\xg?_rePwwCPecdslRrrEyXghA 2 8-0 7-0-0 11 4-0 15-8-0 20-11-14 26 2-0 31 4-2 36 8-0 2-8-0 4-4-0 4-4-0 4-4-0 5-3-14 5-2-2 5-2-2 5-3-14 6x8 = 5.00 12 3 23 Scale: 3/16"=l' 3x4 II 4x5 = 4x10 = 4x6 = 3x4 II 4x4 = 4x8 = 4 24 25 5 26 27 6 28 7 29 8 30 31 32 9 33 34 10 I 6 7x10 = 3x4 II 3x10 = 16 38 39 15 40 41 14 42 13 43 12 44 45 11 3x4 II 7x8 = 5x8 = 3x6 II 4x10 = 3x6 = 5x12 MT18HS = 15-8-0 20-11-14 26-2-0 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 NO Cade FBC2017/TPI2014 CSI. TC 0.79 BC 0.76 WB 1.00 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.53 17-18 >814 360 Vert(CT) -1.00 17-18 >434 240 Horz(CT) 0.31 11 n/a n/a Wind(LL) 0.51 17-18 >848 240 PLATES MT20 MT18HS Weight: 460 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, 1-3: 2x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. 2-17: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP M 30 REACTIONS. (size) 1=0-8-0, 11=0-4-0 Max Horz 1=104(LC 8) Max Uplift 1=-896(LC 8), 11=-880(LC 8) Max Grav 1=2880(LC 1), 11=2914(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1101/262, 2-3=-9749/3130, 3-4=11827/3770, 4-5=11827/3770, 5-6=12771/4028, 6-8=-7692/2347, 8-9=-7692/2347, 9-10=-4656/1412, 10-11=-2800/901 BOT CHORD 2-19=-3000/9243, 18-19=-3034/9358, 17-18=-4132/13116, 15-16=431/1469, 14-15=-2877/9333, 12-14=1412/4656 WEBS 3-19=-459/1550, 3-18=-808/2711, 4-18=-298/187, 5-18=1404/395, 15-17=2481/7975, 6-17=-1234/3687,6-15=-1100/503,6-14=-1878/606,8-14=-520/289,9-14=1070/3474, 9-12=-2292/859,10-12=-1598/5254 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. This item has been Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. electronically signed and 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 sealed by Finn, Walter, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Using a Digital Signature. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Printed copies of this P Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. document are not considered 5) All plates are MT20 plates unless otherwise indicated. Signed and Sealed and the 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' signature must be Verified 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide On any electronic Copies. will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Walter P. Finn PE No.22839 capacity of bearing surface. MiTek USA, Inc. FL Cart 6834 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 1=896, 11=880. Date: October 1,2020 ontinued on page 2 A 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 property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458321 KEVIN MURHY GRB Half Hip Girder 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Uct 1 08:48:3b 2U2D Hage 2 ID:O 8gwA8zpWDf8k7NY5KF87zegDB-6rBbU8QMy281OpYZbWxg7_rePwwCPecdslRrrEyXghA NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 158 lb up at 7-0-0, 107 lb down and 89 lb up at 9-0-12, 107 lb down and 89 lb up at 11-0-12, 107 lb down and 89 lb up at 13-0-12, 107 lb down and 89 lb up at 15-0-12, 112 lb down and 107 lb up at 17-0-12, 112 lb down and 107 lb up at 19-0-12, 112 lb down and 107 lb up at 21-0-12, 112 lb down and 107 lb up at 23-0-12, 112 lb down and 107 lb up at 25-0-12, 112 lb down and 107 lb up at 27-0-12, 112 lb down and 107 lb up at 29-0-12, 112 lb down and 107 lb up at 31-0-12, and 112 lb down and 107 lb up at 33-0-12, and 112 lb down and 107 lb up at 35-0-12 on top chord, and 498 lb down and 198 lb up at 7-0-0, 81 lb down and 31 lb up at 7-0-12, 81 lb down and 31 lb up at 9-0-12, 81 lb down and 31 lb up at 11-0-12, 81 lb down and 31 lb up at 13-0-12, 81 lb down and 31 lb up at 15-0-12, 80 lb down at 17-0-12, 80 lb down at 19-0-12, 80 lb down at 21-0-12, 80 lb down at 23-0-12, 80 lb down at 25-0-12, 80 lb down at 27-0-12, 80 lb down at 29-0-12, 80 lb down at 31-0-12, and 80 lb down at 33-0-12, and 80 lb down at 35-0-12 on bottom chard. 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: 1-21=76, 3-21=54, 3-10=-54, 17-20=-20, 11-16=-20 Concentrated Loads (lb) Vert:3=-96(B) 7=-112(B) 19=-578(B=-80) 18=-80(B) 4=-96(B) 15=-59(B) 6=-112(B) 9=-112(B) 12=-59(B) 23=-96(B) 24=-96(B) 25=-96(B) 26=-112(13) 27=-112(B) 29=-112(B) 30=-112(B) 31=-112(B) 33=-112(B) 34=112(B) 35=-80(B) 36=-80(B) 37=-80(B) 38=-59(B) 39=59(B) 40=-59(8) 41=-59(B) 42=-59(B) 43=59(131) 44=-59(B) 45=-59(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufle 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458322 KEVIN MURHY GRC Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:36 2020 Page 1 I D:0_8gwA8zp WDf8k7NY5KF8?zegDB-a 1 IziU RJMG uez619ETvYB OurKJ r7 Hfm 4hAPNgyXgh9 -141-0 7-0-0 10-8-0 17-8-0 19-4-0 1 8 0 7-M 3-8-0 7-0-0 1-8-0 Scale = 1:34.6 4x8 = 4x6 = 3x4 = 2x3 II — 3x4 = 3x4 = 7-0-0 10-8-0 17-8-0 7-0-0 :i-6-f1 7.r1.r1 Plate Offsets (X,Y)— [2:0-0-14,Edge], [3:0-5-4,0-2-0] [5:0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.09 9-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0A9 9-12 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(ILL) 0.08 9-12 >999 240 Weight: 74 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-532(LC 8), 5=540(LC 8) Max Grav 2=1388(LC 1), 5=1393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2749/964, 3-4=-2520/951, 4-5=-2765/984 BOT CHORD 2-9=-779/2475, 7-9=-785/2504, 5-7=798/2490 WEBS 3-9=-123/604, 4-7=-153/643 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 (jt=lb) 2=532, 5=540. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 163 Ito up at 7-0-0, and 112 lb down and 107 lb up at 8-10-0, and 131 lb down and 111 lb up at 10-8-0 on top chord, and 431 lb down and 182 lb up at 7-0-0, and 80 lb down at 8-10-0, and 461 lb down and 228 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-112(F) 4=-112(F) 9=431(F) 7=461(F) 16=-112(F) 17=59(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cerf8834 0904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458323 KEVIN MURHY GIRD Hip Girder 1 Job Reference (optional) VnamDers truss, inc., r-Orl rlerCe, rL o.4cu s Muy Lo tutu Ivll I UK InUU9OlUs, If lu. I flu Vul 1 U-0.00 tutu rdyU I ID:O 8gwA8zpWDf8k7NY5KF8?zegDB-XQtj7ASEFzWbtHG8GNNdcTBs8v2bOZ3Y?fVSZyXgh7 3-0.10 s-9-12 , 11.2.7 16-7-1 21.11-12 i 24.5-0 1-8-012 ,2 111-12 1 3-0.10 2-9-2 5-4-11 5.411 5-411 2.6. 4x10 = 5.00 12 2x3 II 5x6 = 3 17 184 19 5 20 4x10 2 3x4 II 1 21 22 15 23 14 13 24 25 26 12 27 16 7xB —_ HUS26 HUS26 6x8 —_ HUS26 6x8 = 7x8 —_ HUS26 HUS26 7x8 — HUS26 HUS26 HUS26 HUS26 7x8 MT18HS = Scale = 1:49.3 5x8 = 3x4 II 6 7 8 n' IIH 28 2911 HUS26 HUS26 7x10 0� N 10 HUS26 Q9 9 3x6 II 7x10 = HUS26 25-11-12 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 NO Code FBC2017rrP12014 CSI. TC 0.59 BC 0.94 WB 0.92 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.22 12-13 >999 360 Vert(CT) -0.41 12-13 >748 240 Horz(CT) 0.21 9 n/a n/a Wind(LL) 0.22 12-13 >999 240 PLATES MT20 MT18HS Weight: 413 lb GRIP 244/190 2441190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, BOT CHORD 2x6 SP 240OF 2.OE *Except* except end verticals. 6-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-9 6-12,7-11: 2x4 SP M 30, 1-16,8-9: 2x6 SP No.2 REACTIONS. (size) 9=0-4-0, 16=0-7-12 Max Horz 16=65(LC 8) Max Uplift 9=-2685(LC 8), 16=2443(LC 8) Max Grav 9=8175(LC 1), 16=7461(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-626/215, 2-3=9363/3114, 3-4=12162/4067. 4-5=12162/4067, 5-6=11652/3886, 6-7=-6103/2042, 7-8=-256/92, 1-16=393/147, 8-9=-421/150 BOT CHORD 15-16=-2084/6134, 13-15=2881/8651, 12-13=-3874/11670, 11-12=-2071/6251, 10-11=-255/858, 6-11=-4384/1504 WEBS 3-15=-284/634, 3-13=-1475/4479, 4-13=-283/168, 5-13=-242/628, 5-12=-680/288, 6-12=-2263/6810, 9-11=-618/1866, 7-11=-3023/9127, 7-9=-7660/2544, 2-16=8212/2712, 2-15=-1152/3631 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. This Item has been 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 electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Sealed by Finn, Walter, PE 3) Unbalanced roof live loads have been considered for this design. Using a Digital Signature. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. Printed copies of this p II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. document are not Considered 6) All plates are MT20 plates unless otherwise indicated. signed and Sealed and the 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Signature must be Verified 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 On any electronic Copies. 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) WalterP. Finn PE No.22839 9=2685, 16=2443. MiTek USA, Inc. FL Cart 6634 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-0 6904Parke East Blvd. Tampa FL 33610 from the left end to 25-3-0 to connect truss(es) to front face of bottom chard. Date: 11) Fill all nail holes where hanger is in contact with lumber. October 1,2020 :ontinued on page 2 Standard A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458323 KEVIN MURHY GRD Hip Girder 1 n L Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 S Aug 2b 202U Mil ek Industries, Inc. 1 hu UCt 1 U5:4t1:3ti 2U2U Page 2 I D:0_8gwA8zp W Df8k7 NY5 KF8?zegD B-XQtj7AS E FzWbtHG BGNNdcTBsBv2bOZ3Y?fV SZyXgh7 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, 7-8=-54, 11-16=-20, 9-10=-20 Concentrated Loads (lb) Vert: 14=-1054(F)15=-1054(F)21=-1054(F)22=-1054(F)23=-1054(F)24=-1054(F)25=-1054(F)26=-1054(F)27=-1054(F)28=-1054(F)29=-1054(F)30=-1074(F) 31=-1079(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabheation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458324 KEVIN MURHY GRE HIPGIRDER 1 1 Job Reference (optional) Cnambers Truss, Inc., Von Pierce, FL 8.42U s Sep 14 2UZO MI I eK Inbustnes, Inc. I nu jct 1 lu:zu:le zuzu Page 1 ID:O_BgwABzpWDf8k7NY5KFB?zegOB-YptIY83ln01NDkZ5x?PQinA?B1YOnYgkSbwl7RyXgDR -1-8-0 3-0-0 5-6-0 8-6-0 10-2-0 1-8-0 3-0-0 2.6-0 3-0-0 1-&0 Scale = 1:22.4 4x4 = 44 = 3x4 = 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 NO Code FBC2017rrP]2014 CSI. TC 0.15 BC 0.19 WB 0.03 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.00 Wind(LL) 0.01 (loc) I/deft L/d 8 >999 360 8-9 >999 240 5 n/a n/a 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=444/0-3-8, 5=259/1-4-0, 7=199/0-3-8 Max Horz 2=-42(LC 6) Max Uplift 2=-350(LC 8), 5=207(LC 8), 7=-129(LC 4) Max Grav 2=444(LC 1), 5=293(LC 18), 7=199(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/367, 3-17=-366/332, 4-17=-366/332, 4-5=-428/350 BOT CHORD 2-9=-310/361, 9-18=-314/366, 8-18=-314/366, 7-8=-302/361, 5-7=-302/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; 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 350 lb uplift at joint 2, 207 lb uplift at joint 5 and 129 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 129 lb up at 3-0-0, and 10 lb down and 43 lb up at 4-3-0, and 20 lb down and 46 lb up at 5-6-0 on top chord, and 13 lb down and 66 lb up at This item has been 3-0-0, and 8 lb down and 9 lb up at 4-3-0, and 60 lb down and 109 lb up at 5-5-4 on bottom chord. The design/selection of such electronically signed and connection device(s) is the responsibility of others. Sealed by Finn, Walter, PE sealedyFinDigital 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (pif) signed and sealed and the Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-14=-20 Concentrated Loads (lb) signature must be verified Vert: 3=-5(F) 4=-5(F) 9=-8(F) 8=-60(F) 17=-5(F) 18=-6(F) on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 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 prop edy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11PPl1 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 KEVIN MURPHY T21458325 KEVIN MURHY GRF Flat Girder 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:40 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KFB?zegDB-Tp UXrUVnamJ7aQW04Xri1Zbwxh?3yEM?I8cWSyXgh5 3-11-15 7-16-1 11-10-0 3-11-15 3-10-3 3-11-15 1 4x5 = 9 3x4 II 2 11 3x4 = 3 Scale = 1:20.1 4x5 = 4 17 15 16 17 18 19 20 HUS26 HUS26 4x10 = HUS26 HUS26 6 4x5 5 = HUS26 HUS26 3x6 11 3x4 11 3-11-15 3-10-3 13-11-15 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 0.36 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wrid(LL) 0.04 6-7 >999 240 Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Uplift 8=-978(LC 4), 5=1035(LC 5) Max Grav 8=3047(LC 1), 5=3064(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2358/759, 1-2=-3575/1151, 2-3=3575/1151, 3-4=3694/1231, 4-5=-2463/866 BOTCHORD 6-7=-1231/3694 WEBS 1-7=-1283/3986, 2-7=-632/225, 3-6=-753/340, 4-6=-1369/4112 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 0-9-0 oc,-2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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 (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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 tali by 2-0-0 wide will fit between the bottom chard and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 8=978,5=1035. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-4 from the left end to 10-9-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 93 lb up at 0-9-4, 219 lb down and 96 lb up at 2-9-4, 219 lb down and 96 lb up at 4-9-4, 316 lb down and 180 lb up at 6-9-4, and 316 lb down and 180 lb up at 8-9-4, and 318 lb down and 180 lb up at 10-9-4 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 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cerb6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 Continued 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 101'rek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, 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 russ Truss Type Qty Ply KEVIN MURPHY T21458325 KEVIN MURHY F [GR Flat Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:40 2020 Page 2 ID:O 8gwA8zpWDf8k7NY5KF8?zegDB-Tp_UXrUVnamJ7aQW04Xri1Zbwxh?3yEM?18cWSyXgh5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=54, 5-8=-20 Concentrated Loads (lb) Vert: 9=-229 10=219 11=219 12=-316 13=-316 14=-318 15=606(F) 16=602(F) 17=-607(F) 18=-607(F) 19=-607(F) 20=-608(F) ® WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rplf 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 KEVIN MURPHY T21458326 KEVIN MURHY GRG Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:42 2020 Page 1 ID:O_8gwABzpWDf8k7NY5KFB?zegDB-PB6EyXVIIC01MuavVUZJnSeuBIITXzOfrcdjbKyXgh3 1-8-0 7-0-0 3-6-0 3-6-0 6-8-0 ' Scale = 1:37.6 4x5 = 3x4 = 44 = 3 16 4 17 18 5 3x5 = 3x4 = 4x6 = 3x4 = 4x5 = 7-0-0 10-6-0 14-0-0 3-6-0 20-8-0 6-8-0 Plate Offsets (X,Y)— [2:0-0-6,Edgej, [6:0-D-0,0-0-15) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.16 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.36 7-9 >683 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.13 7-9 >999 240 Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 2=76(LC 7) Max Uplift 6=517(LC 8), 2=597(1_C 8) Max Grav 6=1573(LC 1), 2=1648(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3450/1120, 3-4=-3163/1079, 4-5=3075/1062, 5-6=3367/1104 BOT CHORD 2-9=-968/3119, 7-9=-1104/3372, 6-7=950/3031 WEBS 3-9=-210/930, 4-9=-379/213, 4-7=-493/228, 5-7=-215/939 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard 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 (jt=lb) 6=517, 2=597. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 163 lb up at This item has been 7-0-0, 112 lb down and 107lb up at 9-0-12, 112 lb down and 107lb up at 10-6-0, and 112 lb down and 107 lb up at 11-11-4, and electronically signed and 188 lb down and 163 lb up at 14-0-0 on top chord, and 431 lb down and 182 lb up at 7-0-0, 80 lb down at 9-0-12, 80 lb down at sealed by Finn, Walter, PE 10-6-0, and 80 lb down at 11-11-4, and 431 lb down and 182 lb up at 13-11-4 on bottom chord. The design/selection of such using a Digital Signature. connection device(s) is the responsibility of others. Printed Copies Of this 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 10-13=-20 on any electronic copies. Concentrated Loads (lb) Walter P. Finn PE No.22839 Vert: 3=-112(F) 5=112(F) 9=431(F) 4=-112(F) 7=-431(F) 16=-112(F) 17=-112(F) 19=-59(F) 20=-59(F) 21=-59(F) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458327 KEVIN MURHY J1 JACK -OPEN 13 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:42 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KF87zegDB-PB6EyXVIIC01MuavVUZJnSew21TZX2zfTcdjbKyXgh3 -1-8-0 i1-0-0 , 1-8-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 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 FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=55(LC 12) Max Uplift 3=-14(LC 1). 2=-172(LC 12), 4=-31(LC 1) Max Grav 3=25(LC 12). 2=211(LC 1), 4=44(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.5 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=172. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING - Vedfy destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply KEVINMURPHYT21458328 Fjlucss KEVIN MURHY JACK -OPEN 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:43 2020 Page 1 ID:O_8gwA8zpVvDf8k7NY5KF87zegDB-tNgcAtWN3V9u_2953C5YKgB_o9kgGVDohGNG7myXgh2 -1-8-0 1-8-0 Scale = 1:7.5 n_0 - F,n n�8-0 5U-0 _n Plate Offsets (X,Y)— [2:0-0-10,Edge) 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 0.90 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 2 >999 240 Weight: 6 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=52(LC 12) Max Uplift 3=-197(LC 1). 2=-273(LC 12) Max Grav 3=185(LC 12), 4=13(LC 3), 2=386(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=197, 2=273. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not my 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 ANSUTPlr Duality 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 KEVIN MURPHY T21458329 KEVIN MURHY J3 JACK -OPEN 10 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:43 2020 Page 1 ID:O_8gwABzp1NDf8k7NY5KF8?zegDB4NgcAtWJ3V9u 2953C5YKgB5o9nuGVDohGNG7myXgh2 -1-8-0 3-M 1-8-0 3.0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.20 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 FBC2017ITP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=84(LC 12) Max Uplift 3=-32(LC 12). 2=170(LC 12), 4=-27(LC 9) Max Grav 3=55(LC 1), 2=229(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.7 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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 an 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 (it=lb) 2=170. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 IMF aI' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 KEVIN MURPHY T21458330 KEVIN MURHY J3A Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 3-0-0 3-0-0 3-0-0 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:44 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KF8?zegDB-LaE?NDX?gpHlbCkldvcnstjKnZ77?yTyww6gfDyXgh1 0 N Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=44(LC 12) Max Uplift 1=-22(LC 12), 2=38(LC 12), 3=-4(LC 12) Max Grav 1=109(LC 1), 2=68(LC 1), 3=52(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 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 ANSLITF11 Quality Crfterfo, 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 KEVIN MURPHY T21456331 KEVIN MURHY J5 Jack -Open 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL jLrcy111 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:44 2020 Page 1 I D:0_BgwA8zp WDf8k7NY5KF8?zegD B-LaE?N DX?qp HI bCkldvcn stj EZZ3b?yTyww6gfDyXgh 1 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.49 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 FBC2017ITPI2014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-59(LC 12), 2=136(LC 12) Max Grav 3=11O(LC 1), 2=292(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.7 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 4-11-4 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) 3 except (jt=lb) 2=136. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Val building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 KEVIN MURPHY T21458332 KEVIN MURHY J5A Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:45 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF81zegDB-pmoNbZXdb7PcDMJUBd7OP5GO8yNNkPj59asNBfyXghO 4-8-0 4-8-0 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 3-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.05 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.04 3-6 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=70(LC 12) Max Uplift 1=-33(LC 12), 2=66(LC 12), 3=-2(LC 12) Max Grav 1=170(LC 1), 2=112(LC 1), 3=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-4 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 jive 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) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy 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 ANS11rP/1 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 Qty Ply KEVIN MURPHY T21458333 KEVIN MURHY J7 JACK -OPEN 18 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 1-8-0 I 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:46 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KF8?zegDB-IyMIovYGMQXTrVtgkKeFylpdBMfETryFNEbxk5yXgh? 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.09 4-7 >925 360 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.21 4-7 >402 240 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) 0.13 4-7 >634 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-92(LC 12), 2=-147(LC 12) Max Grav 3=166(LC 1), 2=361(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.9 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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) 3 except (jt=lb) 2=147. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart16634 6904 Padre East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 propedy Incorporate this design into the overall bqilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458334 KEVIN MURHY JC3 Jack -Open 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:46 2020 Page 1 ID:0_8gwABzpWDf8k7NY5KFB?zegDB-IyMlovYGMQXTrVtgkKeFylpc1 Mn2TryFNEbxk5yXgh? -1-8-0 2-8.0 , 3-0-0 , 1-8-0 2.8-0 0-4-0 Scale = 1:11.7 a N 0 0 6 2-8-0 2-8-0 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 0.45 Vert(LL) -0.04 6 >936 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.08 6 >464 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.02 6 >999 240 Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=84(LC 12) Max Uplift 4=-14(LC 9), 2=-131(LC 12) Max Grav 4=97(LC 3), 2=232(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 2-11-4 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 (jt=lb) 2=131. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458335 KEVIN MURHY JC5 Jack -Open 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:47 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF87zegDB-m9v7OEZu7kfKTfSs129UU WLoRm5TCICOcuLUGYyXgh_ 1-8-0 2-8-0 5-0-0 1-10 2-8-0 2-4-0 Scale = 1:15.7 2-8-0 Plate Offsets (X,Y)-- [2:0-1-10,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.08 6 >700 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.19 6 >316 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 nla n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.12 6 >479 240 Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=115(LC 12) Max Uplift 4=-51(LC 12), 2=134(LC 12) Max Grav 4=174(LC 1), 2=300(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 to 4-11-4 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) 2=134. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web 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 ANSUfP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458336 KEVIN MURHY JC7 Jack -Open 5 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:47 2020 Page 1 ID:O 8gwABzpWDf8k7NY5KF8'?zegDB-m9v7OEZu7kfKTfSsl29UUWLoLm7uCICOcuLUGYyXgh_ -1-6-0 2-8-0 7-0.0 , 1-1, 2-8-0 4-4-0 Scale = 1:19.9 2-8-0 2-8-0 Plate Offsets (X,Y)— [2:0-1-2,0-0-41, [3:0-1-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.13 6 >645 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.30 6 >280 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 6 >395 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 -Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=145(LC 12) Max Uplift 4=-74(LC 12), 2=-144(LC 12), 5=-11(LC 12) Max Grav 4=150(LC 1). 2=371(LC 1), 5=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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, 5 except Qt=lb) 2=144. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/78/2020 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 ANSI?PI1 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 KEVINMURPHY T21458337 KEVIN MURHY JS1 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-6-0 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:48 2020 Page 1 ID:O BgwA8zpVvDf8k7NY5KF87zegDB-ELTVDaaWu2nB4p13slgjljuyXAWzxlSXrY4lnyXggz m r; d 0 4 d Scale = 1:7.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=55(LC 12) Max Uplift 3=-14(LC 1), 2=-172(LC 12), 4=-31(LC 1) Max Grav 3=25(LC 12). 2=211(LC 1), 4=44(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; 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, 4 except (jt=lb) 2=172. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 9934 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall�a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458336 KEVIN MURHY JS3 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:48 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KF87zegDB-ELTVDaaWu2nB4p13slgjljuyXATpxlSXrY41nyXggz -1 8-0 3-0-0 Scale = 1:11.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 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/rP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-35(LC 12), 2=162(1-13 12), 4=-31(LC 9) Max Grav 3=55(LC 1), 2=229(LC 1), 4=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=162. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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/TPlf 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 KEVIN MURPHY T21458339 KEVIN MURHY JS5 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:49 2020 Page 1 ID:O 8gwABzpWDf8k7NY5KF87zegDB-iXluQwb8fLvlizcFQTCyZxR05aoxgCih4CgbJQyXggy 1-M 3x5 Scale = 1:15.7 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 0.84 Vert(LL) 0.12 4-7 >484 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=149(LC 12) Max Uplift 3=-70(LC 12), 2=-192(LC 12), 4=-57(LC 9) Max Grav 3=107(LC 1),2=292(LC 1),4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=192. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 Ni • 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?Pl1 Quality Criteria, DSB-89 and SCSI Bullding 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 KEVIN MURPHY T21458340 KEVIN MURHY JS7 JACK -OPEN 12 1 Job Reference o ticnal Chambers Truss, Inc. Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:49 2020 Page 1 ID:0_8gwABzpWDf8k7NY5KF8?zegDB-iX1uQwb8fLvlizcFQTCyZxR8Sam?g6wh4CgbJQyXggy -1-8-0 4-6-12 71 r 1-8-0 4.6-12 2-5-4 3x6 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL , 1.25 TC 0.37 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=194(LC 12) Max Uplift 4=-30(LC 12), 2=-227(LC 12), 5=-157(LC 12) Max Grav 4=60(LC 17), 2=361(LC 1), 5=191(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-507/900 BOT CHORD 2-6=-1145/473 WEBS 3-6=-449/1030 Scale = 1:19.8 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.24 6-9 >353 240 MT20 244/190 Vert(CT) -0.12 6-9 >719 240 Horz(CT) -0.01 2 n/a n/a Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2)-1-8-11 to 1-3-5, Interior(1) 1-3-5 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=227. 5=157. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Duality 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 s Truss Type Qty Ply KEVIN MURPHY TKJu3s T21458341 KEVIN MURHY DIAGONAL HIP GIRDER 2 1 Job Reference o /iota/ Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:50 2020 Page 1 ID:O 8gwA8zpWDf8k7NY5KF8?zegDB-AkbGeGbmQfluK7BRzAjB68zKXzANPfyqlsZ8ssyXggx i -2-45 4-2-3 , 24-5 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=83(LC 8) Max Uplift 3=-56(LC 8), 2=-285(LC 8), 4=-49(LC 5) Max Grav 3=97(LC 28), 2=338(LC 28), 4=48(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 4-2-3 in (loc) 1/deft L/d PLATES 0.03 4-7 >999 360 MT20 0.04 4-7 >999 240 0.00 2 n/a n/a -0.05 4-7 >972 240 Weight: 16lb Scale = 1:12.6 GRIP 244/190 FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 3, 4 except Qt=lb) 2=285. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 274 lb up at 1-6-1, and 70 lb down and 90 lb up at 1-6-1 on top chord, and 38 lb down and 1 lb up at 1-6-1, and 77 lb down and 59 lb up at 1-6-1 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 4-5=20 Concentrated Loads (lb) Vert: 8=96(F=21, B=75) 9=33(F=31, B=1) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall n, � building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458342 KEVIN MURHY KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:51 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-ew9erccOBz9lxHmeXtEQfM WIM/NVH84R_XWJhOJyXggw -2-4-5 7-0-10 9-10-1 2 4-5 7-0-10 2-9-6 Scale = 1:23.2 I¢ 3 3x4 = 7-0-10 9-10-1 7-0-10 2-9-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.08 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.06 7-10 >999 240 Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=144(LC 8) Max Uplift 4=-45(LC 24), 2=-290(LC 8), 5=-155(LC 8) Max Grav 4=48(LC 13), 2=466(LC 28), 5=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-574/194 BOT CHORD 2-7=-233/517, 6-7=-233/517 WEBS 3-7=-56/325, 3-6=-679/306 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 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=290, 5=155. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 Ib down and 90 lb up at 1-6-1, 70 lb down and 90 lb up at 1-6-1, 26 lb down and 45 lb up at 4-4-0, 26 lb down and 45 lb up at 4-4-0, and 95 lb down and 81 lb up at 7-1-15, and 95 lb down and 81 lb up at 7-1-15 on top chord, and 40 lb down and 59 lb up at 1-6-1, 40 lb down and 59 lb up at 1-6-1, 2 lb down and 35 lb up at 4-4-0, 2 lb down and 35 lb up at 4-4-0, and 42 lb down at 7-1-15, and 42 lb down 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: 3=-67(F=-34, B=-34) 7=-56(F=-28, B=-28) 11=42(F=21, B=21) 13=63(F=31, B=31) 14=3(F=2, B=-2) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 8904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MTekel 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 propedy 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 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 KEVIN MURPHY T21458343 KEVIN MURHY KJC Diagonal Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:52 2020 Page 1 I D:0_8gwA8zp W Df8k7NY5KF8?zegD B-66jO3ydOyG HcZQ Lg5b IfBZ2dEnictTF7mA2 FwlyXggv -2-0-5 0-10-9 2-3-2 3-7-12 6-6-7 9-10-1 r 2-4-5 0-10.9 1-0-10 1-4-10 2-10-11 3-3-10 3x4 9-10-1 Scale = 1:23.5 Id 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 FBC2017rrP12014 CSI. TC 0.47 BC 0.80 WB 0.40 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.17 9 >705 360 Vert(CT) -0.29 9 >403 240 Horz(CT) 0.09 6 n/a n/a Wind(LL) 0.14 9 >844 240 PLATES GRIP MT20 2441190 Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-9: 2x4 SP No.3 6-0-0 oc bracing: 2-9. WEBS 2x4 SP No.3 *Except* 2-3: 2x4 SP M 30 REACTIONS. (size) 5=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=144(LC 24) Max Uplift 5=-51(LC 24), 2=-314(LC 8), 6=-170(LC 8) Max Grav 5=59(LC 17), 2=620(LC 28), 6=526(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1481/453 BOT CHORD 3-8=-496/1428, 7-8=-496/1428 WEBS 4-8=-181/634, 4-7=-1525/530 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=314, 6=170. This item has been 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 Ito down and 90 lb up at electronically signed and 1-6-1, and 70lb down and 90 lb up at 1-6-1 on top chord, and 40 lb down and 59 lb up at 1-6-1, 40 lb down and 59lb up at 1-6-1. sealed by Finn, Walter, PE 66 lb down and 35 lb up at 4-4-0, 66 lb down and 35 lb up at 4-4-0, and 146 lb down and 79 lb up at 7-1-15, and 146 lb down and using a Digital Signature. 79 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). Printed copies of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-3=54, 3-5=-54, 9-10=-20, 3-6=-20 on an electronic copies. y P s• Concentrated Loads (lb) Walter P. Finn PE No.22839 Vert: 16=42(F=21, B=21) 17=63(F=31, B=31) 18=-131(F=-66, B=-66) 19=-292(F=-146, B=-146) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. Sn 912020 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 ANS11TP/1 Quality Criteria, DSB-89 and Bost 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 Qty Ply KEVIN MURPHY [KrJu. T21458344 KEVIN MURHYDIAGONAL HIP GIRDER 1 1 Job Reference (optional) unamoers truss, Inc., Ton Tierce, rL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:53 2020 Page 1 I D:0_8gwA8zp W Df8k7 NY5 KF87zeg D B-aJ H O GIefjaPTBawOflGuknbrzBAUcy9H_gooTByXgg u i -2-4-5 6-5-6 9-10-1 ' 2-4-5 ' 6-5-6 3-4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.09 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.08 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS I I I LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-9-13 Max Horz 2=193(LC 8) Max Uplift 4=-56(LC 8), 5=-280(LC 8), 2=-397(LC 8) Max Grav 4=93(LC 17), 5=331(LC 1), 2=454(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/937 BOT CHORD 2-7=-998/1143, 6-7=-985/1153 WEBS 3-6=-1131/964 9-10- Scale = 1:23.6 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 7-3-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 jive 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 5=280,2=397. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 90 lb up at 1-6-1, 70 lb down and 90 lb up at 1-6-1, 26 lb down and 48 lb up at 4-4-0, 26 lb down and 48 lb up at 4-4-0, and 47 lb down and 91 lb up at 7-1-15, and 47 lb down and 91 lb up at 7-1-15 on top chord, and 77 lb down and 59 lb up at 1-6-1, 77 lb down and 59 lb up at 1-6-1, 18 Ito down and 3 lb up at 4-4-0, 18 lb down and 3 lb up at 4-4-0, and 35 lb down and 35 lb up at 7-1-15, and 35 lb down and 35 Ito up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=42(F=21, B=21) 13=-61(F=-31, B=-31) 14=63(F=31, B=31) 15=-4(F=-2, 13=2) 16=-62(F=31, B=31) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 A WARNING - Vedfy 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 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVIN MURPHY T21458345 KEVIN MURHY MV2 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:54 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-3VgnUeeHUuXKokVDCOn7G_830baALTxQDUXM?eyXggt 1-10-8 3x4 i 5.00 12 Scale = 1:6.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-10-8, 2=1-10-8, 3=1-10-8 Max Horz 1=17(LC 12) Max Uplift 1=-9(LC 12), 2=-20(LC 12) Max Grav 1=42(LC 1), 2=31(LC 1), 3=23(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tamps FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 ANS11TPll Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/stylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply KEVIN MURPHY T21458346 KEVIN MURHY MV4 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-10-8, 3=3-10-8 Max Horz 1=45(LC 12) Max Uplift 1=-23(LC 12), 3=42(LC 12) Max Grav 1=111(LC 1), 3=111(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:54 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB3VgnUeeHUuXKokVDCOn7G_8?6bYoLTxQDUXM?eyXggt 3x4 11 DEFL, in (loc) Vdefl Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekel connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 KEVIN MURPHYT21458347 KEVIN MURHY MV6 Valley FQ1yPly 1 Job Reference (optional) unambers I russ, Inc., Fort Fierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:55 2020 Page 1 ID:O_8gwA8zpWDf8k7NY5KF8?zegDB-XhO9h_fvEBfBQu3Pmj IMpCgCv_v24vsZS8HvX4yXggs 5-10-8 5-10-8 3x4 II 3 Scale = 1:15.3 3x4 i I 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-10-8, 4=5-10-8, 5=5-10-8 Max Horz 1=76(LC 12) Max Uplift 4=-31(LC 12), 5=-89(LC 12) Max Grav 1=55(LC 1), 4=82(LC 1), 5=234(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-170/286 Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33810 Date: October 1,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply KEVINMURPHY T21458348 KEVIN MURHY MV8 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 1 08:48:55 2020 Page 1 I D:0_8gwABzp W Df8 k7NY5KF8?zeg D B-XhO9h_fvEBfB Q u3P mj IMp CgAs_tT4vhZSB HvX4yXggs 7-10-8 7-10-8 3x4 11 Scale = 1:19.9 3x4 - 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10-8, 4=7-10-8, 5=7-10-8 Max Horz 1=106(LC 12) Max Uplift 4=-42(LC 12), 5=124(LC 12) Max Grav 1=83(LC 1), 4=11O(LC 1), 5=325(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-237/324 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a We Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-11-4, Interior(1) 3-11-4 to 7-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=124. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 1,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Iva I' 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 ANSUTPN 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 Symbl s PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS W i� 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 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek � MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A Genera� 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 lightly 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 ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated 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 ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.