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HomeMy WebLinkAboutTruss=LIFE SAFETY WARNING to it Tot stand on trusses until they are braced per This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. .fiOF' SET FLOORS UPSIDE �1I SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY, DON'T LIFT TRUSSES WITH SPANS LONGER. THAN 30' BY THE PEAK. CONSULT BCSI' 30 Span or less "30' to 60' Span ISpreader Bar ' 60 degrees or less 1l2 xpan Appmx 213 1. - 4-01 Tag Rile sell Tag line 1/2 of Span REFER TO SCSI - REFER TO SCSI Truss must be set this way if crane is used. Truss must be set this way n 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 seta truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses f are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This maybe in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATE BY CHAMBERS TRUSS 12 5 r- PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT: VARIE END DETAIL: TYPICA Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) 16d nails (oj top & bottom of 2x4 vertical block. 2xS (MIN) STRCNGSACK restrained at each end. Secure wr(3)16d nails each vertical. Locate STRONGBACK as dose to bottom cord: as possible. STRONGBACKS are recom ended to MINIMIZE VIBRATION c e BCSI & properly nailed to straps and hangers !! �._ UPPEfZ ROOF LOWER ROOF FABRICATION AGREEMENT HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for ....,... determining successful fabrication of the trusses. m ARENDTBEVELJACKE �¢ 2. All dimensions in this layout have: been verified by the undersigned, ARE NOT BEVELED, r 3. Unless written notice is provided by cerfified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD w undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING d M J shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. o .: After 10 days of delivery remedy will be according to Florida statute 558. - - - 4. The undersigned acknowledges receipt of "BCSI' summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is aaaaa­­aa„lr, responsible to Chambers Truss for towing costs due to site conditions -. Z 6. Price as shownin paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. - 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRII 'BACKS reasonable attorney's fee for collections in event of payment not timely made. 1-12 % per month service charge will be ONLY 2d„ 1 -tli ONLY added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. - CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the'. OVERHANGS NOT SHOWN FOR CLARITY recipient. _ 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to --�---- - --- --- -herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Flonda 11. Design responsibilities are per INNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIITPVWTCA 4-200211 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED A spreader bar may be required per "BCSI" to prevent injury S damage. xs Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are quired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury Sr damage. 14ift . Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES ''USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CRAM , . � `IP ET R, USS INC 3105 Oleander venue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM MITER VERSION 4.4.1.431 _. _ - .. __. ...... _ .. LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 - DESIGN CRITERIA County ST. LUCIE CO. Building Department ST. LUCIE CO. Wind Design. Criteria ASCE 2010 M Wind Design Method MWFRS(Directior l)lC-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor o Top Chord Live 20 40 o! Top Chord Dead 7 4.2 10 C, Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 - Total Load 47 7.2 M 55 M Duration Factor 1.25 1.0 - Wind Speed 150mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder - Highest Mean Height 22' Building Type Enclosed Building Category IC Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 M' Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 76566 SCALE: 1 /4" = 1'-011 102 total trusses, 19 unique designs Designer: RAC Reviewed by: _ Date: 01 /24120 FOR RA ROLAND BERGERON C) Vol DESCRIPTION: G DETACHED GARAGE �C Page 1G�CUSTOMER INITIALS EACH PAGE / 656 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 76566 - DETACHED GARAGE / Q58263 MiTek USA, Inc. Site Information: Customer Info: ROLAND BERGERON. Lot/Block: Address: 2803 GROVE DRIVE City: FORT PIERCE 6904 Parke East Blvd. Project Name: DETACHED GARAGE ModePa, FL 33610 4115 Subdivision: State: FL . Name Address and License # of Structural.Engineer of Record, If there is -one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special 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: 55.0 psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With, my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31,003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19242165 A 1/27/20 2 T19242166 Al 1/27/20 3 T19242167 A2 1/27/20 4 T19242168 A3 1/27/20 5 T19242169 A4 1/27/20 6 T19242170 B .1/27/20 7 T19242171 FGEA 1/27/20 8 T19242172 FGEB 1/27/20 9 T19242173 FLB 1/27/20 10 T19242174 FLD 1/27/20 11 T19242175 FLE 1/27/20 12 T19242176 GRA 1/27/20 13 T19242177 GRB 1/27/20 14 T19242178 J3 1/27/20 15 T19242179 J5 1/27/20 16 T19242180 J7 1/27/20 17 T19242181 JU 1/27/20 18 T19242182 KJ9 1/27/20 19 T19242183 KJ9A 1/27/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss, component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. -JER P, •BENI IJZ • N!L��i '• G No 22839 ' �.'U CC 13 STATE OF 44/Z i C� '.••A- _ ,,i���S • 4 0. R "1'0 �Cj;���, Walter P. Finn PEN MITek USA, Inc. FL 6904 Parke East Blvd: amps FL 33610 Date: January 27,2020 .. Finn, Walter .. 1 of 1 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242165 76566 A Common 1 1 Job Reference (optional) Gnambers truss, Inc., FOn Fierce, rL 6.36U s Jan ti 2UZU MI I eK InaustneS, Inc. Mon Jan 2/ Ut1:bt:Zb 2UZU rage 1 ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-97PLhGdpR_77jV2BgZ4wQkXul gJNNAbhS4STnizrCOd 2-4-0 B-9-0 16.0.0 23-3.0 29.8-0 32-0.0 2-4-0 6-5-0 7-3.0 . 7-3-0 6-5-0 2-4-0 Scale =1:53.3 US = 5.00 12 4 3x4 = 3x4 = 4x6 = . 3x4 = 3x4 = ' 3x4 = 3x4 = 2r4r0 11-5-5 20-6-11 29-8-0 3q-q-0 32-0-0 2-0-6 0-4-0 9-1-5 9-1-5 9-1-5 0.4-0. 2-0.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01, [5:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.29 Vert(LL) -0.23 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.35 9-11 >949 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 9-11 >999 240 Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-8, 3-12 REACTIONS. (lb/size) 8=1184/0-8-0, 12=118410-8-0 Max Harz 12=154(LC11) Max Uplift 8=-415(LC 12), 12=-489(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1418/712, 4-5=-1418/712 BOT CHORD 11 - 1 2=-539/1390, 9-11=-311/1011, 8-9=-539/1347 WEBS 4-9— 154/486, 5-8=- 1446/80 6. 6-8=-284/323, 4-11=-154/486, 3-12=-1446/806, 2-12=-284/323 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=22ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 32-0-0 zone; cantilever 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 8 and 489 lb uplift at joint 12. Wafter P. Finn.PE No.22839 MiTek USA, Inc. FL Cart 6634: 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlrek® 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. Addiflonal 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, seeANSVfPII Cuallly Cdbrla,.DS8-69 and BCSI Bu9ding Component 6904 Parke East Blvd. Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q5B263 T19242166 76566 At Hip 2 1 Job Reference (optional) L,namoers i russ, inc., ran rrerce, rL oVo ID:OvB71 UNEKak5BtuXLBW EA3zt9Y7-dKzjuceRCHF_LedOEGb9yx421Ehw6cCrhkC1 K8zrCOc 2-4-0 8-8.0 15.0-0 17-0-0 23-4-0 29-8-0 32-0.0 2-4.0 6-4-0 6-4-0' 2.0-0 . 6-4.0 6-4-0 2-4-0 5.00 12 4x4 = 4x4 = 5 a 2x3 11 4x4 = 3x6 = 4x4 = 2x3 11 2-0-0 Scale = 1:53.0 32-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.26 BC 0.28 WB' 0.56 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) I/defl Ud -0.10 12-13 >999 360 -0.17 12-13 >999 240 0.03 11 n/a n/a 0.07 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 169lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 17=1184/0-8-0, 11=1184/0-8-0 Max Harz 17= 144(LC 10) Max Uplift 17=-489(LC 12), 11=415(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15411745, 3-5=-1239/698, 5-6= 1081/693, 6-8=-1239/698, 8-9=-15411745 BOT CHORD 15-16=-589/1363, 13-15=-380/1081, 12-13=-579/1363 WEBS 2-17— 1062/711, 2-16=-719/1336, 3-15=-402/241, 5-15=-110/275, 6-13=-110/275, 8-13=-402/241, 9-12= 718/1336, 9-1 1=-1 062/711 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=22ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Intedor(1) 3-2-6 to 15-0-0, Extedor(2) 15-0-0 to 21-6-5, Interior(1) 21-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 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 The a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and, any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489'lb uplift at joint 17 and 415 lb uplift at joint 11. Walter P. Finn.PE N6.22839 MiTek USA, Inc. FL Cart 6634: 6904 Parke East Blvd. Tampa FL 33610 Date; January 27,2Ud © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the 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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality CrMerla,.DS11149 and SCSI Building Component 6904 Parke East Blvd. Safety Infomratlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610 Job Truss Truss Type Oty Ply DETACHED GARAGE / Q58263 T19242167 76566 A2 Hip 2 1 Job Reference (optional) GnamDers I russ, Inc., Fort Nlerce, t-L U.33U s Jan is zuzu MI I eK InaUSIDes, Inc. man Jan zr umni:ztl zuzu rage I ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-5W W66ye3zbNrzoCan_6OV9dEEe?Ur38_wOxasazrCOb 2-4-0 7-8-0 13-0.0 19-0-0 24-4-0 _ 29-8-0 32-0.0 2-4-0 5-4.0 5-4-0 6-0.0 5.4-0 5-4-0 2-4-0 Scale = 1:52.1 4x6 = 46 = 4 24 25 5 15 14 13 -- 11 lu 9 2x3 11 4x4 = 3x6 = 4x4 = 2x3 11 2-0-0 274i0 7-8-0 13.0-0 19-0.0 24-4-0 29-8.0 3q-q-0 32-0-0 2-0-0 0-4-0 5-4-0 5.4-0 6-0.0 5-4-0 5.4-0 0-4-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) _ I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.24 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.30 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 HOrz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 13-14 >999 240 Weight: 158lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 , REACTIONS. (lb/size) 15=1184/0-8-0, 9=1184/0-8-0 I Max Horz 15=-125(LC 10) Max Uplift 15=-489(LC 12), 9=-415(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1494/767,3-4=-137Bl76B,4-5=-1236l753,5-6— 1378/768,6-7=-1494/767 BOT CHORD 13-14=-619/1416, 11-13=-479/1257, 10-11=-608/1328 WEBS 2-15=-1067/707, 2-14=-775/1352, 3-13=-263/163, 4-13=-33/285, 5-11=-33/285, 6-11= 263/163, 7-10=-774/1352, 7-9=-1067/707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 13-0-0, Exterior(2) 13-0-0 to 17-6-5, Interior(1) 17-6-5 to 19-0-0, Exterior(2) 19-0-0 to 23-6-5, Interior(1) 23-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 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 fo"r a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 15 and 415 lb uplift at joint 9. 7 8— I4 a Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cent 0634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10/03/1015 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonravoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply DETACHED GARAGE / Q58263 T19242168 76566 A3 Hip 2 1 Job Reference (optional) Gnamaers I russ, Inc., Fon vierpe, t-L a.JOU 5.Ian O LULU IVII I UK II IUUSr11.5, II— IVIUII doll GI vo.w ,c. cvcv ray. I ID:0v871 UNEKak5BtuXLBW EA3zt9Y7-Zi4UJlfhkvViaynmLhdd2M9Q92KSaTk882h8OOzrCOa 2-4-0 6.8-0 11-0-0 16-0-0 21-0-0 25-4.0 29-8.0 32.0-0 2.4-6 4-4.0 4-4-0 5-0-0 5-0-0 4-4-0 4-4.0 2-4.0 Scale=1:53.9 1 0 0 4x4 = 4x4 = 3x4 = 4 225 23 6 9 )q 0 14 13 - 11 10 3x4 — 3x4 = 3x8 = 4x6 = 3x8 = 3x4 = 3x4 = 21-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) BCLL 0.0 Rep Stress Incr YES W B . 0.75 Horz(CT) BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 BOT CHORE WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1184/0-8-0, 10=1184/0-8-0: Max Hotz 14=-106(LC 10) Max Uplift 14=-489(CC 12), 10=-415(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4— 1447/787, 4-5=-1300/779, 5-6=-1300/779, 6-7=-1447/787 BOT CHORD 13-14=-609/1236, 11-13= 657/1457, 10-11=-599/1236 WEBS 2-14=-214/262, 3-14=-1460/943, 4-13=-95/345, 5-13=-297/210, 5-11 =-297/21 0, 6-11=-95/345, 7-1 0=-1 460/943, 8-10=-214/262 in (loc) I/defl Ud -0.1311-13 >999 360 -0.2911-13 >999 240 0.05 10 n/a n/a 0.0711-13 >999 240 PLATES GRIP MT20• 244/190 Weight: 162 lb FT = 20% Structural wood sheathing directly applied or 5-11-11 oc purlins. Rigid ceiling directly applied or 9-0-9 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=22ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interibr(1) 3-2-6 to 11-0-0, Extedor(2) 11-0-0 to 15-6-5, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 489 lb uplift at joint 14 and 415 lb uplift at joint 10. Walter P. Finn.PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mtfek® connectors. This design ii. based only upon parameters shown, and is for an Individual building component, not a.truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Qua[ lhr Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply DETACHED GARAGE / Q58263 T19242169 76566 A4 Hip . 2 1 Job Reference (optional) cnamoers l russ, Inc., ron rlerce, rL 0.0ou 3 OGI I o c- Ivil I un 11luu04 Ica, I, R,. aye , ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-2vesXegJVCdZC6LyvOesaaiZySiSJy4HNiQhwTzrCOZ 2-4-0 9-0-0 16-0-0 23-0-0 i 29.8.0 32-0-0 2-4-0 6-8-0 7.0-0 7-0-0 ' 6-8-0 2.4-0 5.00 12 48 = 2x3 11 48 = 3 23 24. 25 4 26 27 28 5 Scale = 1:53.9 14 13 '- 11- 9 8 3x4 = 2x3 I 4x4 = 3x6 = 3x8 = 3x6 = 4x4 = 2x3 11 3x4 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20:0: Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.30 Vert(LL) -0.09 11 >999 360. MT20 244/190 BC 0.29 Vert(CT) -0.17 9-11 >999 240 WB 0.61 Horz(CT) 0.03 8 n/a n/a Matrix -MS Wind(LL) 0.09 11 , >999 240 Weight: 157lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. REACTIONS. (lb/size) 14=1184/0-8-0, 8=1184/0-8-0 Max Harz 14=87(LC 11) Max Uplift 14=-489(LC 12), 8=-415(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1530085, 3-4=-1854/1045, 4-5=-1854/1045, 5-6=-15301785 BOT CHORD 11 -1 3=-591/1339, 9-11=-581/1339 WEBS 2-14=-1073[763, 2-13=-683/1252, 3-11=-342/661, 4-11=-431/342, 5-11=-342/661, 6-9=-683/1252, 6-8=-1073/763 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=22ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to 13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-6-5, Interior(1) 27-6-5 to 32-0-0 zone;: cantilever left and right exposed ;C-C for members and forces & MW FRS 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 489 lb uplift at joint 14 and 415 lb uplift at joint B. Walter P. Finn.PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: January 27,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a:truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• prevent Is always required for stability and to prevent.collopse with possible personal Injury and property damage. For general guidance regarding the . 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIM11 Quality Cdtedo, DSB-89 and BCSI Bu6ding Component Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242170 76566 B Hip 1 1, Job Reference (optional) linamDers I russ, Inc., t-on fierce, rL o.saU s Jan a eyZU rvu I ex 11uusme5, mU. rvwn Jan zr Uoar.o r ZUeU raye r I D:0v871 UNEKak5BtuXLBW EA3zt9Y7-W 5CEkzhxGW l PgGw9T6f57nEk3rl 420SQcMAETvzrCOY 2-4-0 8-6-8 14-2-12 19-9-4 25-5-8 31-8-0 34-0-0 2-4-0 6-2-8 5-8-4 5.6-8 5-8-4 6-2-8 2-4-0 4x8 = 2x3 II 5.00 12 . 3 26 27 284 3x8 = 3x6 = 4x5 = 5 6 29 30 31 7 Scale = 1:57.3 17 16 15 14 13 12 11 10 3x4 — 2x3 11 4x4 = 3x6 — 3x8 = 2x3 11 3x6 = 5x8 = 2x3 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TIC - 0.28 Vert(LL) -0.11 13-14 >999 360. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.22 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 10 n/a ri a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 13-14 >999 240 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-2 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-2 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 17=1258/0-8-0, 10=1258/0-8-0 Max Harz 17=-84(LC 10) Max Uplift 17=-514(LC 12), 10=-441(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1655/854, 3-4=-2123/1173, 4-6=-2123/1173, 6-7=-1491/862, 7-8=-1661/858 BOT CHORD 14-16=-657/1456, 13-14=-985/2123, 11-13=-985/2123 WEBS 2-17=-1143/797, 2-16= 756/1397, 3-14=-440/847, 4-14=-324/269, 6-11=-815/429, 7-11=-77/376, 8-11=-760/1397, 8-10=-1138/'797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf h=22ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 8-6-8, Exterior(2) 8-6-8 to 13-4-3, Interior(1) 13-4-3 to 25-5-8, Exterior(2) 25-5-8 to 30-3-3, Intedor(1)'30-3-3 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 lost 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 514 lb uplift at joint 17 and 441 lb uplift at joint 10. Walter P. Finn.PE No.22839 MiTek USA, Inc. FL Cod 8634. 6904 Parke East Blvd. Tampa FL 33610 Date; .January 27,2020 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with IvITek® connectors. This design Is. based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent.collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,:seeANSVTPIt CualBy CrBeria,.DSB-89 and SCSI Building Component V14. 6904 Parke East Blvd., Safety Informationavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q5B263 T19242171 76566 FGEA Floor Supported Gable 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s uan 0 zuzu M1 I eK rnausmes, inc. Mon Jan zr uoar:cz zaza raye i ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-_HmcxJial gtGRQVLOpBKf?nzBFSP.n?fagOvo?LzrCOX 0Hp oHB Scale = 1:16.5 1 2 3 4 5 6 7 8 17 p. 0 16 15 14 13 12 11 10 9 3x4 = 900 9.0-0 Plate Offsets (X,Y)-- [8:0-1-8;Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL . 1.00 TC 0.06 _ Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 43Ib FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 9-0-0. (Ib) - Max Gram All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).:. 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date; January 27,2020 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not . a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViPIt Guailry CrIforlo,.DS8-69 and BCSI Bu9ding Component V14. 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312,) VA 22 Tampa, FL 33610 Job Truss Truss Type Oty Ply DETACHED GARAGE / Q58263 T19242172 76566 FGEB Floor Supported Gable 1 1 Job Reference (optional) linamoers I russ, Inc., r-ort coerce, 1-1- a.aju s uan 0 zuzu rva r UK aruustnes, uru. rvrun dan zr u0a1;00 cucu raye r ID:0v871 UNEKak5BtuXLBW EA3zi:9Y7-SUK?9fiCn7?73Z4XaXi0ZC' CgK86fodWSvj3gfLXozrCOW l� 1 2 3 4 5 Scale=.1:10.2 10 9 8 7 6 0 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES " GRIP TCLL 40,0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 , Matrix-R Weight: 22 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc puriins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP.No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 4-4-8. (lb) - Max Uplift All uplift 100 lb or less at joints) 6 Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250"(Ib) or less except when shown NOTES- 1) All plates are 2x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing: 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100"Ib uplift at joint(s) 6. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Walter P. Finn PE N6.22839 MiTek USA, Inc. FL Cert6634" 0904 Parke East Blvd. Tampa FL 33610 Data: January 27,2020 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, and is for an individual building ccmponent, 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, seeANSIMII Quali1tIyy Criteria, DSB-89 and SCSI BuOding Component 6904 Parke.East Blvd. Salety Infonnatlonavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242173 76566 FLB Floor 11 1 Job Reference (optional) Gnamoers I MISS, Inc., rOn Pierce, t-L 0.001.0 s Jilt] 0 eu4u IVII I CB It Iuu31I I.3, II IV. .-I I d011 GI u - ray. I ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-SUK?9fiCn7?73Z4XaXiZCCK4SfjyW M7j3gfLXozrCOW 0-3-8 1-3-0 2-6-0 _I 0t-6� 2-0-0 2-2-8 I 01 8 ii Scab 1:20.4 4x6 I 1 3x4 = 3x4 = 23 5-1-0 2x3 11 4x4 = 4 5 0 2x3 6 3x4 = 7 2x3 II 82x3 = 15 0 T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.01) TC 0.28 Vert(LL) -0.09 9-10 >999 480 MT20 244/196 TCDL 10.0 Lumber DOL . 1.00 BC 0.37 Vert(CT) -0.14 9-10 >984 360 BCLL 0.0 Rep Stresslncr YES WB 0.40 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-S Weight: 67lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=637/0-3-8, 1=643/0-3-0 FORCES. (lb) -. Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 613/0, 3-4=-1255/0, 4-5=-1255/0, 5-6=-1351/0, 6-7=-1351/0 BOT CHORD 12-13=0/612, 11-12=0/1351, 10-11=0/1351, 9-10=0/981 WEBS 3-13=-556/0, 1-13=0/845, 3-12=0/727, 5-12=-508/81, 7-9=-1102/0, 7-10=0/510 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached.to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Dater January 27,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not o,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPII Quality Cdteda, DSB-89 and BCSI Bugding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242174 76566 FLD Floor . 2 1 Job Reference (optional) L;namDerS I russ, Inc., tort Fierce, tL 0-1-8 3x4 = 1 2x3 11 2 9 c.aou s uan o zuzu rvu I eK inuusrnes, Inu. Mon Jan Zr uC;ot;a-1 eueu Faye i ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-wguNM?jgYR7_hjfk8EDoIQsHN36kFuntlKOv3EzrCOV 2-0-0 l Scale = 1:12.4 3 3x4 = 42x3 II 3x6 = 3x6 = 6-8-0 10 2x3 = 0 m Plate Offsets (X Y)-- [2:0-1-8 Edge] [3:0-1-8 Edge] [4:0-1-8 Edge] [6:0-1-8 0-0-0] [7:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL : 1.00 TC 0.14 Vert(LL) . -0.02 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT) -0.02 7-8 >999 .360 BCLL 0.0 Rep Stress Incr YES WE 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 37lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=347/0-3-8, 5=347/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/0 BOT CHORD 7-8=0/399, 6-7=0/399, 5-6=0/399 WEBS 2-8=-469/0, 3-5=-469/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Walter P. Finn, PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is. bcised 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 of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent.buckling 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, seeANSV1P11 Quality Criteria, DSB$9 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Infonnatlonovaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Chambers Truss, Inc., Fort Pierce, FIL 8.330 s Jan 8 2020 MiTek Industries, Inc. Mon Jan 27 08:57:34 2020 Page 1 _ ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-wguNM?jgYR7_hjfkBEDoIQsHd371FtJtlKOv3EzrCOV 0-3-6 1-3.0 . 1-4-8 2-6-0 r Scale = 1:12.4 3x6 11 3x4 = - 1 2 3 2x3 II 4 3x4 = 52x3 II Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242175 76566 FLE Floor . 1 1 Job Reference (optional) 0 . 3x4 = 038 198 598 0-3-B 1-6.0 4-0-0 Plate Offsets (X Y)-- [5.0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC . 0.19 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0:11 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 nJa n/a BCDL 5.0 Code FBC2017lfP12014. Matrix-P Weight: 341b FT=20%F, 11%E LUMBER- BRACING - TOP CHORD: 2x4 SP M 30(flat) TOP CHORD' Structural wood sheathing directly applied or 5-9-8 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals: WEBS 2x4 SP.No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=296/0-3-0, 6=296/0-3-8 FORCES.' (lb) -Max. Comp./Max. Ten. .-All forces 250 (lb) or less except when shown. BOT CHORD 6-7=0/325 WEBS 1-7=0/317, 4-6=-369/0 NOTES- 1) Recommend'2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) CAUTION, Do not erect truss backwards. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 8904 Parke East Blvd. Tampa FL 3.3610: Date: ..January 27,2020 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI67473 rev. 10/03/2015 BEFORE USE. Design valid for use only with N1Rek@ 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,:seeANSI/iP11 Qualify Cdtorla, DSB$9 and BCSI BuOdlnp Component 6904 Parke,East Blvd., Safety Intonnatbrwvailablefrem Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / 058263 T19242176 76566 GRA Hip Girder 2 1. Job Reference (optional) cnam0ers truss, Inc., t-ort Vierce, t-L t1.3JU s Jan n LULU IVII I eK InOU5Ine5, Ina. ivion Jan Zi uo;or;ao zuzu rage I I D:0v871 UNEKak5BtuXLBW EA3zt9Y7-s277nh14420iw1 p6FfFGgryb2sirfgAlet786zrCOT 2-4-0 7-0-0 11-6-14 16-0-0 , 20-" 25.0.0 29.8-0 32-0-0 2-4-0 4-B-0 4-6-14 4-5-2.. 4-5-2 4-6-14 4-8.0 2-4-0 Scale = 1:53.9 5.00 12 4x8 = 2x3 II 3xe = 3x6 = 2x3 11 4xB = 3 26 27 284 29 30 5 31 6 7 32 33. 34 . 8 4x4 4x4 z�- . 2 - Zz 9 tPi 19 3x4 = 2x3 II 2-0-0 0410 4-8-0 18 35 3617 37 16 15 38 14 39 5x6 = 3x10 = 4x6 = 4x6 = 2x3 II 13 40 41 12 3x10 = 5x6 = 25-0-0 29-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl - Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) -0.16 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.29 15 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(CT) 0.06 11 n/a n/a BCDL' 10.0 -Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 15 :>999 240 Weight: 162lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORDStructural wood sheathing directly applied or 4-2-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (lb/size) 19=1454/0-8-0, 11=1454/0-8-0 Max Harz 19= 68(LC 30) Max Uplift 19=-745(LC 8), 11=-671(LC 8) Max Grav 19=1465(LC 39), 11=1465(LC 38) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2022/943; 3-4=-2797/1383, 4-5=-2797/1383, 5-7=-2797/1392, 7-8=-2797/1392, 8-9=-2022/962 BOT CHORD 17-18=-789/1855, 15-17=-1414/3112, 13-15— 1414/3112, 12-13=-791/1815 WEBS 2-19=-1347/723, 2-18=-861/1837, 3-18=-280/162, 3-17=-587/1286, 4-17=-361/260, 5-17=-395/180, 5-13=-395/171, 7-13=-361/261, 8-13=-583/1286, 8-12=-279/159, 9-12=-848/1838, 9-11 =-1 347/683 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=22ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at joint(s) except at=lb) . 19=745, 11=671. 7) 'Hanger(s) or other connection, device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 16B lb up at 7-0-0, 84 lb down and 90 lb up at 9-0-12, 80 lb down and 90 lb up at 11-0-12, 79 lb down and 90 lb up at 13-0-12, 79 lb down and 90 lb up at 15-0-12, 79 lb down and 90 lb up at 16-11-4, 79 lb down and 90 lb up at 18-11-4, 80 lb down and 90 lb up at 20-11-4, and 84 lb down and 90 lb up at 22-11-4, and 119 lb down and 168 lb up at -25-0-0 on top chord, and 218 lb down and 102 lb up at 7-0-0, 38 Ib down at 9-0-12; 38 lb down at 11-0-12, 38 lb down at 13-0-12, 38 lb down at 15-0-12, 38 lb down at 16-11-4, 38 Ib down at 18-11-4, 38 lb down at 20-11-4, and 38 lb down at 22-11-4, and 218 lb down and 102 lb up at 24-11-4 onlottom 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). Walter P. Finn.PE No.22839 LOAD CASE(S) Standard MiTek USA, Inc. FL Cart.OX 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Datatee Parke East Blvd. Tampa FL 33810 D: January 27,2020 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M04473 rev. 10/0312015 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 Mi%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, seeANSVMII Quality Cdtoda,.DSB.69 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Type cny Ply DETACHED GARAGE / Q58263 T79242176 76566 GRA irder 2 1. Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330's Jan 8 2020 MiTek Industries, Inc. Mon Jan 27 08:57:36 2020 Page 2 :ID:0v871 UNEKak5BtuXLbWEA3zt9Y7-s2?7nh14420iw1 p6FfFGgryb2siYjfgAlet?86zrCOT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-1 0=-54, 20-23=-20 Concentrated Loads (Ib) Vert:3=-62(F) 6=-40(F) 8=-62(F) 16=-13(F) 18=4(F)12=4(F) 26= 40(F) 28=-40(F) 29=-40(F) 30=-40(F) 31=-40(F) 32=-40(F) 34=-40(F) 35=-13(F) 36— 13(F) 37=-13(F) 38=-13(F) 39— 13(F,) 40=-13(F) 41=-13(F) Job Truss FrusGs Q WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only With NIITekO 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 preventcollapse with possible personal injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GualMy Criteria. DSB-89 and SCSI Building Component 6904 Parke_East Blvd. Safety Infonnatbnavallablefram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242177 76566 GRB HIP GIRDER 1 1 Job Reference (optional) GnamOerS I russ, Inc., fort coerce, t-L a.aau s uan o zuzu IVII I eK muusures, inc. rviun uan zi uoar:oo cucu raye r ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-pR7uCNmKcgeQ9LzVN4HkvG1 upgMhBVeSDxM6C?zrCOR 2-4-0 7-0-0 12-0-14 17-0-0 21'-11-2 27-0-0 31-8-0 34-0.0 2-4-0 4-8-0 5.0-14 4-11-2 4-11-2 5-0-14 4-8-0 2-4-0 5x8 = 5.00 12 3 2x3 3x8 = 4x6 = 2x3 11 5x8 = 26 27 4 28 29 5 6 30 7 31 32 8 Scale = 1:57.3 4x4 4x4 2 9 I�t 19 18 33 17 34 16 35 3x4 = 3x6 II 6xB = 3x6 = 4x6 = 36 .15 37 38 14 39 13 40 12 2x3 II 4xB 3x6 = 6x8 = 10 I� I.2--i 11 3x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.50 Vert(LL) 0.44 14-15 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.37 14-15 >940 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) -0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 171 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=1555/0-8-0, 11=1555/0-8-0 Max Harz 19=-69(LC 6) Max Uplift 19=-1504(LC 8), l l= 1430(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2098/2157, 3-4=-3187/3275, 4-5=-3187/3275, 5-7=-3187/3285, 7-8=-3187/3285, 8-9= 2098/2177 BOT CHORD 16-18=-1898/1870, 15-16=-3549/3588, 14-15=-3549/3588, 12-14=-1912/1871 WEBS 2-19— 1439/1378, 2-18=-1933/1928, 3-18=-303/135, 3-16=-1464/1541, 4-16=-401/306, 5-16=-472/45B, 5-15=-194/270, 5-14=-472/456, 7-14=402/306,:8-14=-1453/1542, 8-12=-303/131, 9-12— 1914/1928, 9-11=-1440/1338 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=22ft; B=45ft; L=34ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 100 Ito uplift at joint(s) except Qt=lb) 19=1504, 11=1430. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 177 lb up at 7-0-0, 41 lb down and 97 lb up at 9-0-12; 41 lb down and 97 lb up at 1.1-0-12, 41 lb down and 97 lb up at 13-0-12, 41 lb down and 97 lb up at 15-0-12, 41 lb down and 97 lb up at 17-0-0, 41 lb down and 97 lb up at 18-11-4, 41 Ito down and 97 lb up at 20-11-4, 41 lb down and 97 lbup at 22-11-4, and 41 Ib down and 97 lb up at 24-11-4, and 109 lb down and 177 lb up at 27-0-0 on top chord, and 143 lb down and 162 lb up at 7-0-0, 30 lb down and 37 Ib up at 9-0-12, 30 lb down and 37 lb up at 11-0-12, 30 lb down and 37 lb up at 13-0-12, 30 lb down and 37 lb up at 15-0-12, 30 Ito down and 37 Ito up at 17-0-0, 30 lb down and 37 lb up at 18-11.-4, 30 lb down and 37 lb up at 20-11-4, 30 lb down and 37 lb up at 22-11-4, and 30 lb down and 37 lb up at 24-11-4, and 143 lb down and 162 Ito up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 17 m January 27,2020 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1010312015 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, seeANSVIPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infoanatlonovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242177 76566 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 8 2020 MiTek Industries, Inc. Mon Jan 27 08:57:38 2020 Page 2 ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-pR7uCNmKcgeQ9LzVN4HkvG1 upgMhBVeSDxM6C?zrCOR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8= 54, 8-10=-54, 20-23=-20 Concentrated Loads (lb) Vert: 3=-62(F) 6=-40(F) 8=-62(F) 18=4(F) 15=-13(F) 5= 40(F.) 12=4(F) 26=-40(F) 27= 40(F) 28=-40(F) 29= 40(F) 30=-40(F) 31=-40(F) 32=-40(F) 33=-13(F) 34=-13(F)35= 13(F) 36— 13(F) 37=-13(F) 38=713(F) 39=-13(F) 40=-13(F) 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 101032015 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 o.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, seeANSVrPII Cua1Bv CrBorla, DSB-89 and BCSI BuOdNp Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242178 76566 J3 JACK -.OPEN 12 1 Job Reference (optional) L,namoers i russ, Inc., ron rierce, rL 1 B.OJU 5 Jan a ZUZU IVII I UK Ina U51HUb, IIIa. IVIVII Jar1 Lr uO:Dr:ov eueu rage I ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-HdhGPinzNzmHnUXhxnpzSTa4T4jiwBicRb6glRzrCOQ 3-0-0 Scale = 1:10.8 3x6 11 5 2-8-0 3-0-0 2-8-0 0-4.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC0.54 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.14 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-143/Mechanical, 4=-168/Mechanical, 5=528/0-8-0 Max Harz 5=50(1LC,12) Max Uplift 3=-143(LC 1), 4=-168(LC 1), 5=-333(LC 12) Max Grav 3=82(LC 12), 4=106(LC 12), 5=528(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-270/473 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed tot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=143, 4=168, 5=333. Walter P. Finn. PE No.22839 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev. l aWI2015 BEFORE USE. Design valld 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 of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent.buckling 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, seeANSVMII Qualify CrBerlo, DSB489 and BCSI Bunding Component 6904 Parke East Blvd. Safety Infamratlonavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply DETACHED GARAGE / Q58263 T19242179 76566 J5 JACK -OPEN 12 1 Jab Reference (optional) unamoers i russ, inc., ron rrerce, rL c.aau s uan c zuzu rvn r eK rnausmes, inc. mon uan zi umot;qu zuzu rage r ID:0v871 UNEKak5BtuXLBW EA3zt9Y7-IgFed2ob8Hu8Pe6tUVKC_h6F2U4nfbelgFrDHuzrCOP Scale = 1:14.9 5.00 F12 n I 2x3 11 2 9. O O N N N 1 3x4 = 5 4 2x3 I I 2.0-0 2-4.0 5-0-0 2-0-0 0-4.0 2-B-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 17 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or'5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=29/Mechanical, 4=-10/Mechanical, 5=346/0-8-0 Max Horz 5=83(LC 12) Max Uplift 3=-34(LC 9), 4=-33(LC 13), 5=-225(LC 12) Max Grav 3=35(LC 17), 4=20(LC 3), 5=346(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-216/325 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; 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 4-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=225. Walter P. Finn.PE N6.22839 MiTek USA, Inc. FL Cart 6634: 6904 Parke East Blvd. Tampa FL 3.3810 Date: January 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10103)2015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to, prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria. DSB-69 and BCSI Bu9ding Component 6904 Parke East Blvd. Safety Infonaatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply DETACHED GARAGE / Q58263 T19242180 76566 J7 JACK -OPEN 31 1 Job Reference (optional) ldldlrruulb 1lubb, 111u., run rlerue, rL D.""u s Jan 0 ifUZU MI I eK Inuusines, inc. rvlon Jan ei umot;qu zuzu rage 1 I D:0vB71 UNEKak5BtuXLBW EA3zt9Y7-IgFed2ob8Hu8Pe6tUVKC_h6IsU34fbklgFrDHuzrCOP 5 4' 2x3 11 m m Scale = 1:20.0 2-0-0 Q-4-01 7-0-0 2-0-0 4-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.06 4-5 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 HOrz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MP Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=94/Mechanical, 4=32/Mechanical, 5=387/0-8-0 Max Harz 5=117(LC 12) Max Uplift 3= 82(LC 12), 4— 56(LC 9), 5=-251(LC 12) Max Grav 3=94(LC 1), 4=70(LC 3), 5=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-281/303. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-d to.3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in, all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=251. Walter P. Finn. PE N6.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: .January 27,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO&2015 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not 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.collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 Quality Cdtedo, DSO-89 and BCSI BuBdtng Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FIL 33610 Job Truss Truss Type City I Ply DETACHED GARAGE / Q58263 T19242181 76566 JU Jack -Open 12 1 - Job Reference (optional) cnamoers I russ, inc., ran rlerce, rL I. 1 a.JJU s Jan 0 ZUZU MI I eK Inausrnes, Inc. man Jan Z/ umni:41 zuzu rage I ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-DOpOgOpDvb070oh42CrRXufVktVvO3OvvvbmpKzrCOO 1-0.0 1-0-0 3 3x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 1-0-0 1-0-0 Scale = 1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=0/Mechanical, 3=73/Mechanical Max Horz 2=81(LC 1), 3=-81(LC 1) Max Uplift 3=-55(LC_ 12) Max Grav 3=73(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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. Walter P. Finn. PE No12839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Datei January 27,2020 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.• Design valid for use only with MlTeW 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,:seeANSIM11 GualBT Criteria, DSB-69 and SCSI Bu0d41p Component Safety Infomlaflonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. 6904 Parke Easi Blvd.. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242182 76566 KJ9. DIAGONAL HIP GIRDER 4 1 Job Reference (optional) l IldlnatllS I hiss, Inc., ran rierce, rL o.:73U s Jan o zuzu ml I eK Inausines, Inc. man Jan zr utnnf:41 zuzu rage 1 ID:0v871 UN EKak5BtuXLBW EA3zt9Y7-DOpOgOpDvbO?Ooh42CrRXufROtT301 kvvvbmpKzrC00 3-2-4 6-4.6 9.10-1 3-2-4 3-2-2 3-5-1.1 b1 8 2x3.11 Scale = 1:19.7 Io _r, N N O C7 [V 2-8-10 3-2-4 6-4-6 9-10-1 2-8-10 0.5.10' 3-2-2 3-5-1.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.03 7-8 >999 240 . BCLL 0.0 :' Rep Stress Incr NO WB 0.17 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 43 lb FT = M LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, . Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. REACTIONS. (lb/size) 4=86/Mechanical, 5=1 1 /Mechanical, 8=333/0-11-5 Max Horz 8=117(LC 8) Max Uplift 4=-49(LC 8), 5=-90.(LC 8), 8=-544(LC 8) Max Grav 4=98(LC 17), 5=,155(LC 26), 8=683(LC 31) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-248/536, 2-3=-344/308 BOT CHORD 1-8=-496/262, 7-8=-496/145 WEBS 2-8=-494/346, 2-7=-303/475, 3-6=-283/261 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=lNinph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever left 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 Ito uplift at joint(s) 4, 5 except Qt=lb) 8=544. 6) Hanger(s).or.other connection device(s) shall be provided sufficient to support concentrated load(s) 128, lb down and 219 lb up_ at 4-4-0, 128 lb down and 219 lb up at 4-4-0, and 75 lb down and 40 lb up at 7-1-15, and 75 lb down'and 40 lb up at 7-1-15 on top. chord, and 45 lb down and 69 lb up at 1-6-1,.45 lb down and 69 lb up at 1-6-1, 101 lb down and 196 lb up at: 4-4-0, 101 lb down and 196 lb up at 4-4-0, and,36 lb up at 7-1-15, and 36 lb up at 7-1-15 on bottom chord.. The design/selection of such -connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-9=-20 .. Concentrated Loads (lb) Vert- 12=172(F=86, B=86) 14=790(F=-45, B=-45) 15=210(F=105, B=105) Walter P. Finn PE No.22939 MITek USA, Inc. FL Cert 6634. 6964 Parke East Blvd. Tampa FL.3.3610, Date: January 27,2020 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and is for an individual building component, not a. truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems,.seeANSVFPl1 Quality Cdtetfa,.DSB-89 and BCSI Building Component SafetV Infoanatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14. MiTek" 6904 Parke, East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply DETACHED GARAGE / Q58263 T19242183 76566 KJ9A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330's Jan 8 2020 MiTek Industries, Inc. Mon Jan 27 08:57:42 2020 Page 1 ID:Ov871 UNEKak5BtuXLBW EA3zt9Y7-hCN02kprguBseyGGcwMg36Cc8Hpl7Uz28ZKKMmzrCON 3-2-4 6-4-6 9-10-1 3-2-4 3-2-2 3-5-11 Scale = 1:19.1 Io _ I 2x3 2-8-10 3-2-4 , 6-4-6 9-10-1 2-8-10 0-5-10 3-2-2 3-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.03 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. REACTIONS. (lb/size) 4=86/Mechanical, 5=11/Mechanical, 8=333/0-11-5 Max Horz 8=117(LC 8) Max Uplift 4=-49(LC 8), 5=-131(LC 8), 8=-552(LC 8) Max Grav 4=98(LC 17), 5=81(LC 30), 8=657(LC 31) FORCES. (lb) I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/536, 2-3=-272/308 BOT CHORD 1-8=-496/268, 7-8=-496/151 WEBS 2-8=-456/359, 2-7=-322/447, 3-6`-202/261 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide: will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=131, 8=552. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted: as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-9=-20 Concentrated Loads (lb) Vert: 12=172(F=86, B=86) 14=-90(F=-45, B=-45) 15=21 0(F=1 05, B=105) Walter P. Finn PE N6.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2020 0 WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 11411-7473 rev. 10/03/2015 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 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, seeANSUIPII Quality Criteria, DSB-89 and Iii Building Component 6904 Parke East Blvd. Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols , PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both.sides of truss and fully embed teeth. I I__ I For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE 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. Numbering System- 6-4-8 dimensions shown in fl-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1,.ESR-1 352, 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/fPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved ~ED MiTek� MiTek Engineering Reference Sheet: MII-7473 rev: 10/03/2015 General.Safety Notes Failure to Follow Could Cause Property Damage. or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never . . stack materials on inadequately braced, trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI-1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 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. 1.1. 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 f . spacing, or less, if no ceiling is installed, unless otherwise noted. . 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or. treated lumber may pose unacceptable . environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.