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HomeMy WebLinkAboutTrussAh=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I ! 1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span ' Spreader Bar 60 degrees orless Tag line 112 span Tag line Approx 2/3 to approx. 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING is The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS wify REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGERID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" H Legend LOAD BEARING AT 12'-0" . Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! \ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 25' - 28' IN LENGTH!! NOTES: * ALL BEAMS ARE BY OTHERS. ALL CEILINGS ARE FLAT. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 12'-0" END DETAIL: TYPICAL 3-15 2-00-00 1 12 4 r— FABRICATION AGREEMENT 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. 2. All dimensions in this layout have been verified by the undersigned. 3, Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 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 responsible to Chambers Truss for towing costs due to site conditions. 6 Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour 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'. reasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees 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 attorney's fees, if default in payment for material be made by the 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, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIlrPINdTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. DATE[ SIGNE A spreader bar may be required per "BCSI" to prevent injury 8 damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 4 . Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. _i� 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 CHAMBERS TRUSS INC 160l eA& can er Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM MITEK VERSION 7.4.1.431 - --- LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County ST.LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directionap/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Designresponsibility Criteria is the res onslbilitf the Building Designer and/or Engineer of Record JR;A►NC.E Chambers Truss Inc. Drawing Name: SCALE: 1/4" = V-011 12 total trusses, 4 unique designs Designer: RLC Reviewed by: RLC Date: 09/04/19 FOR JOHN PURDY DESCRIPTION: HYERS GARAGE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76248 I) f " ® .. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by:others. Ire. MiTek® l 9d z: 7 RE:: 76248 - HYERS GARAGE -MiTek USA, Inc. Site Information:: k tBlvd: 6904 Pare East Tampa, FL 33610-4115 Customer Info: JOHN PURDY Project Name: HYERS GARAGE Model: Lot/Block: Subdivision: Address: 7501 ROBERTS ROAD City: FT PIERCE' : State: FL Name Address and License # of Structural Engineer of Record, If there is one,.for the building. -� Name: FRANK W. PARLEY - License* 401:11 Address: 8800 N US 1; SUITE #2 City: SEBASTIAN State: FL General Truss Engineering: Criteria & Design Loads (Individual Truss Design Drawings Show Special Load ing.Conditions)::' Design Code: FBC2017/TP1201.4 : Design Program: MiTek 20/20 8.3 :.Wind Code: ASCE'7-10 Wind Speed: 170 mph . Roof Load: 37.0 psf Floor Load: N/A psf = This package includes 4 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 61G15-31.003; section 5 of the Florida Board of Professional Engineers Rules. No. Seal# : Truss Name .Date 1 T18027141 A 9/4/19 T18027142 Al 9/4/19 3 Tf8027143 GEA 9/4/19 �®vk 4T1'8027144 SGEA 9/4/19 �r�rri The truss drawing(s) referenced' above have been prepared by " MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name`. Albani,.Thomas My license renewal date for the state of Florida is February 28, 2021.. IMPORTANT. NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSVTPI 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 customersfile 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 ANSIlTPI.1, Chapter 2. ' 0 9.380: C 0..,. STATE OF ,: 7 pG��,k .. �r�rrn � n►►��� Thomas A. Marl PE No.39360. MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 4,2019 Albani, Thomas 1 of .1 Job 46 Truss Truss Type Qty Ply HYERS GARAGE , T18027141 76248.. A. .'.. :: Common. :" 4 1 Job Reference (optional): cnamoers i russ, inc., Von Merce, M 8-1-7 11-3-12 16.11- 0- -1 B•1.7 3-2-55-7-1: " 4.00 Fl2 3x6 2x3 11 30 6 5 4.' 5x6 � .. :. 5x6 ... 29 :.w. 3. .. o 15 o.a i u s iun 1 i zula Mi r eK mausmes, inc.. vvea aep 4 ua:uo:vz zui a rage i ID:PAxHvLaFTFdUtfl JlhtRBOyh4 W A-gF2cdxr_zOm W m?ce9cx5OgQLbuRpxxLY.du2j_Eyh32B 22-7-4 : 25.9-9 33-11-0 33- 1-1 :... 5-7-12 3-2'S..... 8-1-7 :/..' 0- -1 Scale = 1:57.9 45 = 7 .. 31 2x3 I I 8 3x6z .. . . .. g 2x3 // . 10 .. .. 5x6 7. 12 IJ, 4x8 16 ' .13 " . .' '. 4x6 = 4xB.11 .. 3x6 = .. .. .. 3x4 = 3x8 = .. 3x4 = 4x6 = • 33-v -o 2-0-0 2r4r0 11-3-12 2274 "'. 31-7-0 ' 2-0-0' 4 0 :6-1T•12 Plate Offsets (X,Y)-= [2:0-3-8,Edge], [12:0-3-8,Edge]:. . LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc). 'I/defl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . " 1.25 TC • 0.66 " Vert(LL)-0.51:13-16 >797 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.67. Vert(CT)-0.97-13-16 >420 240 BCLL .. 0.0 ' '" Rep Stress Incr YES WB . 0.57 HOrz(CT)' 0.06 12 n/a n/a" BCDL: 10.0 Code FBC2017lfP12014 Matrix -MS Wind(LL) 0.39 13-16 >999 240 Weight: 171 lb FT=20% " . ... " LUMBER- BRACING - TOP CHORD" 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 4-1.5 oc purlins. 1-5,9-"12: 2x4 SP M 31 . BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing.. " BOT CHORD' 2x4 SP M 30 WEBS 2x4 SP No.3. SLIDER Left 2x8 SP 240OF 2:0E -H 3-6-0, Right 2x8 SP 240OF 2.0E -H 3-6-0 REACTIONS. (lb/size) 2=1256/0-8'0,.12=1255/0-8-0 Max Harz 2— 171(LC 10) ... " Max Uplift 2=-782(LC 12), 12— 782(LC .12) . .. " ,*:FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250"(Ib)'or less except when shown. . TOP CHORD 2-4=-1850/1348, 4-6==1881/1379,:6-7=-1950/1532, 7-8=-1951/1532, 8-10=-1882/.1380, f 10-12=-1851/1348 BOT CHORD" '2-16— 1104/1660, 13-16=-811/1338, 12-13=-1105/1657 : . WEBS 4-16=42/254, 6-16=-397/435, 7-16=46P/755; 7A3=463/756, 8-13=-398/436,: " 10-13=-41/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2? Wind: ASCE 7-10; Vult=170mph.(3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. • :ll; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2)-0-0-10 to 3-4-1, Interior(1) 3-4-1 to 16-11-8, Exterior(2) . .. . " 16-11-8 to 20-4-3, Interior(1) 20-4-3 to 33-11-0 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 alive. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom.chord and any other members, with BCDL = 10.Opsf. .. . 5) Provide mechanical connection.(by others) of truss to-beadrig plate capable of withstanding lbo lb uplift at joint(s) except Qt=1b) 2=782, 12=782. Thomas A: Albani PE No.39380 MiTek USA, Ino. FL "Ceif6634 6104 Parke East Blvd. Tampa FL 33610: " Date:: . September 4,2019 Q :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 t 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, seeANSVIPIII Quality CrNorla,'D58-89 and BCSI Building Component 6904 Parke East Blvd., Safety Infoanaflonavallable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33010- Job • Truss Truss Type Qty Ply HYERS GARAGE . T 18027142 76248 Al .: .. COMMON-: 6 . 1 Job Reference (optional) GnamberS I russ, Inc., I -on rlerce, 1-l- r1.3i u s Jun i i zui u MI I eK Inausmes, Inc. yvea Jep 4 UJ:Ub:4:1 2.U1 `J rage 7 . ' " ID:PAxHvLaFTFdUtfl JIhtRBOyh4W A-ISc?rHsckhuNN9BrjJSKw2zW 6HnjgN2isYoH W gyh32A 0-01 8-1-7 - i• : .11-3-12 i 16-11-9 i 22.7-4 25-9-9 33-11-0 33-11-1 -1 - - 8-1-6 3-2-5 : 5-7-135.7-12 3-2-5 8-1-7 .01 .. . . .0-0-1 .. .. .. .. Scale -1:55.9 " . 4x5 = . 4.00 F12 . . 5 .. - 27 28 2x3 3x6 2x3 .I 13x6 4 6 2x3.3 2x3 4 2 .. 8 5x6 ZZ 26 9 29 5x6 10 Im .. .. .. -- 14 13 30. 31 ..12: Bx10 II 3x8 4x6 = 8 - x8 II 3x8 = 4 E 3x4 = - 4xe II • '2-0-1 2•]]7113 11-3-12 22-7 4 31-7-0 �31.11-033=11-0 102�- 0-112 9-1-15 11-3-8 'B-11-12 .OI4�0 2-0-0 Plate Offsets (X Y)-- [1:0-0-8 1-11-3] [1:0-0-4 1-4-8] [1:0-3-15,0-1-81, [10:0-3-8,Edge] . LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc);-; I/defl Ud "PLATES GRIP TCLL 20.0 - Plate Grip' DOL 1.25 TC ' 0:68 ' : Vert(LL) -0.55 11-14 >736 360 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.69 • Vert(CT) -1.03 11-14 >393 240 BCLL 0.0 ' Rep Stress [nor YES W B ' 0.66 - Horz(CT) 0.06 10 n/a n/a . BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.45 11-14, >908 : 240 Weight: 166lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD' . Structural wood sheathing directly applied or 3-11-15 oc puffins. 1-3,7-10: 2x4 SP M 31 . . . BOT CHORD .:'Rigid ceiling directly applied or.6-3-14 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP:No.3 " " WEDGE Left: 2x8 SP 240OF 2.0E SLIDER Right 2x8 SP 240OF 2.0E -H 3-6-0 REACTIONS. (lb/size) . 10=1269/0-9-0, 1=1241/0-3-8. .'.. :. Max Horz• 1=171(LC 11) Max Uplift 10=-791(LC 12), 1=-774(LC 12) F&CES. (lb) - Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2005/1439, 2-4=-1856/1429, 4-5=-2018/1578,.6-6=-1987/1560, 6-8= 1917/1406; :. 8-10=-1881/1371 BOTCHORD 1-14=-1206/1804,'11-14=-836/1373, 10-11=-1125/1683 WEBS 4-14=-376/422, 5-14=-491/796, 5-11=-463/757; 6-11=-400/438, 8-11==49/263 NOTES- . 12 Unbalanced roof -live loads have been considered for this design. 2) Wind: ASCE 7-10; V•ult=.176mph:(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=34ff; eave=oft; Cat. ll Exp C; Encl., GCpi=0.18; MWFRS (directional) and C C Exterior(2) 0-0-0 to 3-4-1:1, Interior(1) 3-4-11 to 16-11-9,. Exteri6r(2) 16-11-9 to 20-4-4; Interior(1) 20=4-4 to 33711-0 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-O.tall by 2,0=0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. : 5) Provid� mechanical connectiori.(by others) of truss. tobearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=79 , 1=774: :: . Thomas A. Albani PE N6:36380 " MiTek USA, Inc. FL Cert 6634 e East Blvd Ta 61 6904 Park mpa FL 33 0: Date: eptem er 4,2019 0 _WARNING -Verify design pararrreters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'MII-7473 rev. 1010312015 BEFORE USE: -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and,ls-for an Individual building component, not ��• - - o.truss system. Before use; the building designer must verity the applicability of design parameters. and properly incorporate this design into the overall -only.. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members Additional temporary and permanent bracing.. Is aiways:required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the, Mi 1T 0k' fabrication, storage. delivery, erection and bracing of Trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd: " Safely Intomlatlonavallable from Truss Plate Institute', 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 " Job ° 1 Truss Truss Type City Ply HYERS GARAGE T18027143 76248:: .. GEA' .. :: GABLE.. 1 . 1 Job Reference (optional):: Unamoers r russ, in(;., run rierce, rL o.0 r V s ura r r LV b, IYII 1 GA IIIVU u-, 111U. vvuu ­ p ID:PAxHvLaFTFdUtfl JlhtRBOyh4 W A-EqklGytsFJ84dTLDrkVo0T2_d5bI80k_JsHOaZyh328 33-11-1 0- -1 16-11-8 16-1.1.-8 0-0-1 - .. .. .. .. ... .. - Scale = 1:56.0 4.00 12... 4x4 = 12 10 9 40 41 13 ... .. .. .. .. 3z6 3x6.. 14 8 6 .7 1516 5 4 18. 42 39 19 21 .. .. ..: 20 ���T1. @ T IC0 ..: ' 6 3x4 = .. .. ... .... ... - 3x4 38 37 36'' :' 35 34 33. 32 31 30 -29.' .' 28 27 26 25, 24 23 22.' 3x6 - .. 3x6 = p. 33-11-0 - 2-0-0 . .. . ..... . .. . 31-11-0 LOADING (pso SPACING- 2-0=0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 2021 n/r. 120 MT20 " 244/190 TCDL 7.0 Lumber DOL '1.25 BC . 0:17 = Vert(CT)-0.00:20-21 n/r 90 BCLL ":0.0 Rep Stress lncr ". YES WB 0.14 , Horz(CT) 0.01 22 n/a n/a BCDL .. 10:0 Code FBC2017fTM014 Matrix-S . :': Weight: 169Ib: :'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.' OTHERS 2x4:SP No.3 REACTIONS. All bearings 29-11-0. .. .. . (lb) - Max Horz_38=172(LC 11) Max:Uplift All uplift 100 Ib or less at joints) 30, 35, 37 except.31=-109(LC 12); 32=-105(LC,12); 34=-108(LC 12), 36=-141(LC 12),:38- 373(LC 12), 29=-109(LC:12), 28= 106(LC 12); 26=-106(LC 12), 25=-106(LC 12), 24=-104(LC 12), 23=-113(LC 12), 22=-288(LC.9) Max G rav . All.reactions 250 lb or less at.joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 26, 25, 24, 23 except'.' . . 30=262(LC 1), 38=344(LC21j; 22=344(LC 22) FORCES. (lb) - Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown. . . Ti P CHORD 24=*-508/240, 3-4=404/213, 4-5=-359/226, 5-6=-293/223, 16-17=-297/223, . 17-18=-364/226, 18-19=-408/213; 19-20=-513/240.. BOT CHORD 2-38=-196/518,.3Z-38=-196/516, 36-37=-196/516, 35-36=-196/516; 34-35=-196%516, 32-34=-1.96/516; 31-32=-196/516, 30-311=-1961516, 29-30- 196/516, 28-29=-196/516, . . .. . 26-28=-i961516, 25-26- 196/516, 24-25=-196/516, 23-24- 196/516, 22=23=-196/516,. 20-22=-196/516 WEBS 10-31=-120/311, 3-38= 21.5/481; 12-29=-120/311, 19-22=-218/483 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: :ASCE]-10;;Vult=170mph (3-second. gust), Vasd=132mph; TCDL=4:2psf; BCDL=3.0psf; h=15ft; B=45ft; L=34ft; eave=2ft; Cat.. :; Il; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3)-0-0-10 to 3-4-1, Exterior(2) 3.4'-1 to 16-11-8, Comer(3) 16-11-8 -to 20-4-3, Exterior(2) 20-4-3 to 33-11-10.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) 'Truss designed for windioads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard. Industry Iicable, or consult qualified building designer as per ANSI/TPI 1: Gable End Details as:app' q g g 4) All plates are 2x3;MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 by2-0=0 wide will fit between the bottom chord and any other members. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30: 35, 37 except (jt=lb).31-109,:32=105, 34=108, 36=14:1, 38=373, 29=109, 28=10.6; 26=106; 25=106, 24=104, 23=1.13, 22=288. Thomas A.Albani PE No.38380 9) Non Standard bearing condition. Review required. MiTek USA, Inc. FL Cart 6634 r e East Blvd. Tampa 6 :. 6904 Park mpa FL 33 10: Date::s. . : September4,2019 Q :WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WOW 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.collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Cdforla,'DSB-89 and SCSI Building Componont . .' 6904 Parke East Blvd: Safety Informotlonavaliabie from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. :... Tampa, FIL 33610 Job ' A _ Truss Truss Type Qty ply HYERS GARAGE T18027144 76248.: SGEA . GABLE. 1 1 Job Reference (optional). ' ummMuers r rubs, orc., run rierce, r-L o.a r u s uun-r r zu rm mi r ex inausmes, me.. vveo Sep 4 u9:ub:4r zui a rage 1 I D:PAxHvLaFTFdUtfl.11htFBOyh4W A-ADrVgev6nwOosnVcy9XG5u8LkvGycHIHmAmUfRyh326 2 4-0 16-11-8 33-11-0 33- 1-1 0-8-1 2-4.0. 14-7-8 16-1.1-8 0- -1 .. .. .. .. Scale = 1:56.0 4x4 = 4.00 F12 12.. 13 11 10 45 .3x6 � 46 14. 9 15 3x6 • .. 6 7 8 .. 1617.. . 3x4 5 918 .. .. .19 3x4 �44 4 20 47 - 3 '. 42 22 .. 1. 2.1 N Im d , .3x4 = 40 39 38 37 3x4 I l 3x6 .11 3x4 = . G 3x4 .11 3x4 = 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 = 3x6 = • 3x6 = 2-0-0 2 4 0 9-11-0 33-11-0 2-0-0 .0-4-0 '.' 7-7-0 '. 24-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defy Ud PLATES GRIP TCLL 20.0 Plate:Gdp DOL 1.25 - TC 0.12 Vert(LL) -0.01 37 >999 360 MT20 244/190 TCDL 7.0 . - Lumber DOL 1.25 BC. 016 . Vert(CT) -0.02• 37 >999 240 . . BCLL 0.0 Rep Stress Incr YES I WB 0.20 HOrc(CT) 0,01 23 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Wind(LL) 0.02 37 >999 ..240 . Weight: 184.Ib : FT = 20 LUMBER- BRACING - TOR 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. WEBS 2x4.SP No.3 JOINTS. 1 Brace at Jt(s): 42 OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-0-0 except at=length) 40=0-8-O. . (lb) - Max.Horz36=172(LC 11). . Max'Uplift All uplift 100 lb or less at joint(s) 31, 35, 24 except 32=-106(LC 12), 33=-114(LC:12), 30=-107(LC 12), 29=-106(LC 12), 27= 106(LC 12), 26=-104(LC 12); 25=-115(LC 12), 23=-240(LC 9), 36=-312(LC 12),. 40=7377(LC 12) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 35, 30, 29, 27; 26, 25,24 except 31=251(LC 1), '23=317(LC 22), 36=464(LC 17),;40=430(LC 21) IfORCES. (lb) --Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. TOP CHORD: 2-3=-391/205, 4-5=-304/224, 5-6=-265/229, 6-8=-252/242, 18-19= 286/207, 19-20=-301/192; 20-21=-414/221 " BOT CHORD 2-40=-17.0/394, 39-40— 170/394, 38-39,=-170/394, 35-36=-178/420,:33-35==178/420, 32-33= 178/420, 31-32— 178/420, 30-31==178/420, 29-30=-178/420, 27=29=-178/420,. 26-27=-178/420, 25-26=-178/420,24-25=-178/420,:23-24=-178/420, 21-23=-178/420 WEBS 20-23=-202/330, 3-40=-357/356; 4-42=-352/242, 41-42=-368/251, 36-41— 374/260, 3-43=-242/355, 38-43= 253/360 NOTES- . .... 1) Unbalanced roof live loads have been considered for this design. :. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0=0-10 to 3-4-1, Interior(1)3-4-1 to 16-11-8, Exterior(2) 16=11-8 to 20-4-3, Interior(1) 20-43 to 33-11-10 zone; cantilever left and right exposed.;C=C for members and forces &.MWF.RS for - reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '3) Truss designed for wind:loads in1he plane of the truss:only. For studs exposed to: wind (noanal to the face), see Standard -Industry Gable End Details as applicable, or consultgualified building designer'as perANSVTPI 1. 4) All plates are 2z3 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 26.0psf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the.bottom chord and any other members. 8) Provide mechanical connection (by others) -of truss to bearing plate capable of. withstanding 100:lb uplift at joint(s) 31, 35, 24 except Thomas A. Al6ani PE No.39380 at=lb) 32=106, 33=114, 30=107, 29=106,_27=106, 26=104, 25=115, 23=240, 36=312, 40=377. Mi rek USA, Inc. FL Wt'6634 6904 Park FL 33610: e East Blvd Tampa Date::.. eptem er ,20 9 . _WARNING - Verify design parameleis and READ NOTES ON -THIS ANDIINCLUDED M/TEK REFERANCE PAGE M_ 11-7473 rev. 1010312015 BEFORE USE, • - "Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and Is for on Individual building component not ' -ghuss system. Before use; the building designer must verify the Applicability of design parameters.ond properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only.. Additional temporaryand permanent bracing M!Tek•. prevent . Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the . ' 6904 Parke -East Blvd: fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Quality Cdlorla; DSB-69 and SCSI Bulding Component Safety Informationavollable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ... - Tampa, FL '33610 ' Symbols PLATE LOCATION AND ORIENTATION 14 -13/4 Centerplate on joint unless x, y offsets.are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss: and fully:embed teeth.. 1/ld�. .. I . _ I For 4 x 2: orientation, locate V"V 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 Numbering "System ..... .... . General Safety Notes 6-4-8 dimensions shown in ft-in-sixteenths FallUre .t0 .FOIIOW,COUICd CC1USe PCOpeI'ty . (Drawings not to" scale) Damage Or Personal Injury 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing; is always required: See BCSI: c1-2 c2-3 2. Truss bracing must be designed by an engineer.'For wide truss spacing; Individual lateral braces themselves WEBS may require bracing, or alternative Tor I c m p bracing should; be considered: O _ ,� 3 ��� . 3C ACS:6 . O . . . .3.. Never exceed the design loading shown and never U stack materials on inadequately braced trusses..O4.: Provide copies of this.trussdesign tothe building"c7q. s c6z designer, erection supervisor, property owner and BOTTOM CHORDS all other interested parties. 8, 7 65 5. Cut members to bear tightly against each other: 6. Place plates on each face of truss at each JOINTS ARE:GENERALLY NUMBERED/LETTERED CLOCKWISE :.: joint and embed fully. Knots and :wane at joint.: AROUND: THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. THE LEFT. 7_." Design assumes trusses will be suitably; protected from. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. NUMBERS/LETTERS. -. 8.:' Unless otherwise noted, moisture content of lumber. shall not exceed 19%, at. time of fabrication. PRODUCT CODE APPROVALS 9. Unless.expressly noted, this design is not applicable for . ICC-ES Reports: use with fire retardant, preservative treated: or, green lumber. ^ The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X 4- width measuredperpendicular ESR-1311, ESR-1352, ESR1988 responsibilityof truss fabricator: General practice is to to -slots. Second dimension is .., ER-3907, ESR-2362, ESR-1397, ESR-3282 d camber for ea load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber ,used shall be of the species.and size, and. in all respects, equal to or better than:thdt Trusses are designed for wind loads in the lane of the: specified. Indicated by symbol shown and/or .: g. I? .. � :. ' truss unless otherwise shown:: . by. text in the bracing section of the ;. � 13. Top chords must be sheathed orpurlins provided at output: Use T or I bracing . spacing indicated on design, if indicated. Lumber design values :are in accordance -with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ff. spacing, section 6.3 These truss designs rely. on lumber values or less, if no ceiling is installed, unless, otherwise noted. . BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates, location where bearings: 1 b: Do not cut or alter truss member or plate without prior occur. Icons.va but (supports) ry � : ©2012 MiTekOO All Rights Reserved approval of an engineer, reaction section indicates joint number where bearings occur, 17. install and load vertically unless indicated otherwise. Min size shown is.for crushingonly, o. � 18. Use of.green or, treated lumber may pose unacceptable: environmental, health or performance risks. Consult with . . Industry Standards: e e ore use.. project engln er b f ANSI/TPI1: National Design Specification for Metal' 19. Review all portions of this design (front,back, words Plate Connected Wood Truss Construction, and pictures) before use.:Revlewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. � e . BCSI: _ Building Component Safety Information', : 2.0. Design assumes manufacture in accordance with: : Guide to Good Practice for Handling, ANS /TPI 1 Quality Criteria. Installing &:Bracing of Metal Plate:.... M ek Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015.