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Home My WebLink AboutTRUSS PAPERWORKLumber design values are"in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. It "• Vt!liai RE: OCT o .9 Q56969 Lucie County, 10 Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: REVORD Lot/Block: Subdivision: Address: UNKNOWN City: -PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. MOdelTampa, FL33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 152 mph Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes 21 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# I Truss Name Date INo. ISeal# ITruss Name I Date 1 T15168616 I CD 9/25/18 118 T15168633 J56 9/25/18 12- T1 5168617 I FGEA 9/25/18 119 T151686341,17 1 9/25/18 1 13 1T151686181 FGEB 1 2/25/18 12025/18 T1 5168635 1 KJ5 1 9/25118 1 4 T15168619 FLA 9/ 21 T15168636 1 KJ7 1 9/25/18 5 T15168620 FLB 9/25/18 1 1 J F� 6 T15168621 FLC 9/25/18 7 T15168622 FLD 9/25/18 Is T15168623 FLI 19/25/18 19 T15168624IFL, 9/25118 110 1 T151686251GFA 9/25/18J 11 1T15168626 1 GFB 9/25/18 112 I T15168627 I GFC 19/25/188J 13 I T15168628 I GR2 9/25/18 14 1 T1 5168629 1 GRA 9/25/18 15 T15168630 I J1 19/25/18 16 T15168631 J3 9/25/18 17 IT15166632 J5 9125/18 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: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. PORTANT NOTE: The seal on these truss component designs is a certification the engineer named is licensed in the jurfsdiction(s) identified and that the gns comply with ANSI/rPI 1. These designs are based upon parameters ivn (e.g., loads, supports, dimensions, shapes and design codes), which were ri to MiTek. Any project specific information included is for MiTek's customers dference purpose only, and was not taken into account in the preparation of edesigns. MiTek has not independently verified the applicability of the design (meters or the designs for any particular building. Before use, the building designer Act verify applicability of design parameters and properly incorporate these designs the overall building design per ANSI/rPI 1, Chapter 2. SCANNED BY St. Lucie County [ LE C® PY Michael S. Magid PE No.53661 Mlrek USA, Inc. R Cart 6634 69M Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Magid, Michael 1 of 1 Truss Truss Type ON Ply REVORD / 056969 I T15168616 F75456 CD Hip 1 1 Jab Reference o tional crlamlers truss, me., ton Pierce, I-L i 4.00 12 4z6 = 3x8 = 4x6 = 4 22 6 23 6 Scale=1:55.4 14 13 12 11 lu 3x8 = 3x8 like we= 5x6 WB= 3x8 — 3xS = 2.3 II LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TO 0.47 Ven(LL) -0.23 12 >999 480 MIT20 244/190 - TCDL 15.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.50 12 >745 360 BCLL 0.0 Rep Stress ]nor YES WB 0.77 Horz(CT) 0.14 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.27 12 >999 240 Weight: 1481Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 2=1503/0-8-0,8=15D3/0-8-0 Max Horz 2=75(LO 11) Max Uplift 2= 620(LC 12). 8=-620(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I e) or less except when shown. TOP CHORD 2-3=-3671/1873, 3-4=-3197/1584, 4-5= 3017/1561, 5-6=-3017/1561, 6-7= 3197/1584, 7-8=-3671/1873 BOT CHORD 2-14=-1694/3458, 12-14= 1656/3631, 10-12-1656/3631, 8-10=-1706/3458 WEBS 3-14=-505/382,4-14=-229/644, 5-14= 813/400, 5-10= 813/400, 6-10=-229/644, 7-10= 505/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2pst BCDL=3.Opsf; h=15it; B=45ft L=24f; eave=oft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Interim(1) 1-8-0 to 9.2-8, Exterior(2) 9-2-8 to 26-6-10, Interior(1) 26-6-10 to 32-8-0 zone; cantilever left and right exposed ; end vertical left and night 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live load& 5) ' This Duss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide VAR fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 Its Uplift at joint 2 and 620 lb uplift at joint S. Michael S. Magid PE No.53661 MTek USA, Ina FL Cert 6634 6904 Parke Ent Blvd. Tampa FL 33610 Data: September 25,2018 NWG- VedfydaerSnparametersand READNOTES ON TNSAND/NCLUDEDMNEKREFERANOEPAGEb 7473mv. IMMfOI56EF011EDSE vaid refuse onlyvAlh MITT®connecto, odsde,rM bbosen onlyupon parametersurev antl Is forenIndiNtlud burding componet.net yslem. Sef«e use, the GLIding designer must vedfy Me oppllcoully of design parameters a�orsaign._properly Incorporate"deugn Info the oveml Mating edomc W MiTek' MfeecidredfMstC Itya topreveetecollapsewlthrpos epersor hjuyar prpropedy e. WnneAddir Io Qddo>u�.e�regarcfxJlhs Ion, storage, delivery, erection and bractrlg of hussesarxl lrus SYstems. seeANSUIP/i CuaOy CAaM, DS"9 and BCSI6uWhrp Componanl ee04 Parke East Blvd. Won OMMrveslable from Trull Dale Institute. 218 N. Use Street. sLle 312. Alexandre, VAM14. T.Wa, FL 33610 Job Truss Truss Type Dry Ply REVORD / G56169 r T15188617 75456 FGEA Floor Supported Gable 1 1 Job Reference (optional) cnamul=.rs l rues, Inc.. tort Fierce, rL o-Ka b.IDU a Mar l l 2UIU M11 eK mou5mes, Inc. Iue Jep zb ub:3J:Ob 2u16 rage l I D:pdwuOKW hO4zmjzUHiONGHyhDJ7-zOiJXU6_9J5gcBsZ20iwlmyb72jFHDbzBuF4Upya8Yv D-H e Scale-1:38.9 3x6 FP= jj 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 �1 40 39 38 37 36 35 34 33 32 31 3D 29 28 27 26 25 24 23 22 21 3.4 = 3x6 FP= 3x4 = 42 0 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udetl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.04 Vert(LL) Na - Na 999 MT20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) Na - Na 999 BOLL 0.0 Rep Stress [nor YES WB 0.03 Horz(CT) 0.00 21 Na n/a BCDL 5.0 Code FBC2017fTP12014 Matnx-R Weight: 1231b 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 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 23-4-0 Qb) - Max Gmv All reactions 250lb or less at)olnt(s) 21, 40, 39, 38, 37, 36, 35. 34, 33, 32. 31, 30, 28, 27. 26. 25, 24, 23, 22 FORCES. (Ib) - 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 slrongbacks, 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. Mchael S. Magid PE No.53881 MT& USA, Inc. FL Carl I 6504 Parke East Blvd. Tampa FL 33810 Data: September 25,2018 A WARNING- V.HfydoLgnpaxamerarsentl READNOTESONTHZANDNCLUDMD KREFERANCEPAGEN674M.. 1001ie1SBEFOREUSE, [)cdW valid foruseoNywrlh to oMconneclors. lhlsaesgn is based odyupon porometersshow cncl is form hWlNtluol buflaWcomWmnt. not Nil' atnmsystem. Before use, the bulldrpdeslaner must verify theoPplicabalryofdesign porametema properly Ncotporare firsdeslpn Into Bxa ovmdl baldngcLslgn. araangasdcatedlstopreventbucMirgof[Wm Lmf=weba-d/orel dMem me y Addllrorwlrempororyondpermmenibracln9 M OIC Isaways sdaNb soef withpsrsyontaml ms1umrYvaenxtlpmpredarll(gea. rOg5ende9ra dBConIcBeldbig foatoreqsubirerdafaGrrybFo, UndlpMe .ondcbi%eMvenbtcaocllagp angtldGfigamthpeoenf 6904 ParkeEast Bud. Sa/aNWomailmc1lodle fromTimmPlate msrlMe.218 N.Lea SU.. Sdte 312 NexancikVA22314. Tampa, FL 33610 Job Truss Truss Type ON Ply REVORD / 056969 1 T15168618 76456 FGEB FLOOR SUPPORTED GABL 1 1 Job Reference (optional) GnamOIfrs Truss, Inc., Fort Pierce, FL u.isu s rviar n euio wiesmuusmes, in, iuu Sup za vaau:ao 2018 rave, ID:pdwuOKWhO4zmjzUHiONGHyhOJ7.zOiJXU6_9J5gc8sZ20iwlmybJ2jHHDbzBuF4Upya8Yv a�6 r Scale =,:, 4.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate GOP DOL 1.00 TC 0.06 Ved(LL) n/a - n1a 999 MT20 2441190 TOOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress Incr YES We 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 44lb 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 pudins, BOT CHORD 20 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 7-11-8. (Ib) - Max Gmv All reactions 250lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES. (lb) - Max. CompJMax. 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 beadng. 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. 6) CAUTION, Do not erect truss backwards. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 r Date: 7 September 26,2018 r—. NWO-VerBy design parameters and READ NOTES ON TH/SAND INCLUDED MOEKREFER4NCEPAGEMtF74Z3on, 1CNa/N15BEFOREUSE I�,� wldforraeody WMMBek5conrleclors.iNsdegnhbasedoNyuponparanefe.fiow ondlsformhdvl dWadhgcompomnt.not 6 system. Before use, the btllaWg destgner must verify the appllcabilN of design parameters oral propedy Incorporate" design Into the overall bug. desgn.Brachglndi tedislopreventWcklingoffndMualtruswebarwforchordmemWmody.AdlitlrnwltempaarymdwanonenibraGng MiTek' Is: ays required for stability and to prevent collapse Win possbte pc onai hllM' and property damage. Forgeneralguldanceregarcargihe Ian.storage. dellvery. erection and bwcing of tmsmacl truss systems seeAAWTHI OUo(Eyq Qdff. DSB-89 pad BCSIBuHdfng Component t vrlLwr.,�...... .rvinun n..,..l�ia nnfu h.ennnn MNN Ion.gw tgMe312-Aexaodrkv VA22314. 69" Parke East BNd. Tanya, FL 33610 Job Truss Truss Type r Oty, Ply REVORD / Q56969 T15168619 75456 FLA Floor 2 1 Jab Reference (optional) Chamdar5 TWSS, Inc., Fort Pierce, FL at-e INi r 2-6-0 4x6 = 2 d.l3U S Mar i i 3UlU MI I eK mausines, mc. lue sep Gd ud:dd:al laid rage i ID:pdmOKWhO4zmjzUHiONGHyhOJ7-RaGhkg7cwdDhD101eiE9q VcBSGUWe7PY_dOFya8Yu 2.4-0 a sda=1:38.6 3X4 = 3x4 = 3x6 FP= 4x6 = 3 4 5 6 7 8 9 10 4x8 = M FP= 3x4 = 3x4 = 4.8 = 3x6 = 3x6 SP= 11.8.0 12-1 ba o..n reran . �u-0 10-4-8 $ 1-0-0 1-0-0 0`3e 104$ Plate Offsets(XY)— f5'0-1-8Edgel f6'0-1-80-0-01 f11:0-1-8Edoel f14'0-1-8Edgel f15'0-1-a Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Wdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.44 15-17 >633 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.5515-17 >505 360 BCLL 0.0 Rep Stress Incr YES We 0.69 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 126 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 no pudins, BOT CHORD 2x4 SP M 30(tlat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/size) 18=1263/0-3-8, 12=126=-3-8 FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2761/0, 3-4=-2761/0, 4-5— 3891/0, 5.6=3B91/0, 6-7=-3891/0, 7-9=-2761/0, 9-10=-2761/0 BOT CHORD 17-18=0/1599, 15-17-0/3504, 14-15=0/3891, 13-14-0/3504, 12-13=0/1599 WEBS 2-18=-1961/0, 2-17=0/1439, 4-17=-921/0, 4-15=Of798, 10-12=-1961/0, 10-13-0/1439, 7-13=-921/0, 7-14=0/798, 5-15— 341/0, 6:14=-341/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at Joint 16= 11% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. Michael S. Magid PE No.53681 KVek USA, Inc. FL Cart 6634 .* 6904 Parke East Blvd. Tampa FL 3361D Oats: September 25,2018 WARNWG-VedlydoWgnpar efvmWdREAON07ES ON TNISMDNCLUDEOMNEKREFERANCEPAGEM0.74"mre 1G9320158EFOREUSE +Design vdid for use oNy with Mlteke connectors. Ns deslgl to bmecl any upon paameters Shaun and is for an hdlNWal Wilding component not '. am,,, ,lem. Berae M. the bWdW deigner mml verity the appilcabaly of design parameters and propedy incorporate IN dedgn into liner overdi Wcl4bxl oflMividual auss web and/a cMramembersoNY•Addlliorxil temporay and Permonent bracVq MiTele bv1caWdesl9n@achgindk:aledhto prevent kdways reWNed for slablly and to prevent collapse with posNlo Pseanal hJun' and property d rmQ90- Fa genera eddalce regmdap9 the fobricalbn.storage,delivery,erectionandbracingoffn sand Imwsoems,woAAfs&vilCwI CrBehr,OSBd9card SCSIlluldbWComponent 6904 Pork. East BNd. 5e/etybl/oarar,manavallable from Teas Rate institute. 218 N. Lee street. Me 31Z Alexandria, VA 14. Tanga, FL 33610 Job Truss Truss Type Cry Ply REVORD / 056969 ' T15168620 75456 FLB Floor 12 1 Job Reference (optional) Chamgers l N6s, Ino., FOn PIGM0, 1-1- 0-11-8 *H— 2ao 23#1 2x3 = 4x6 = 1 2 9 a.uoosina�i - wpow.w.w ��,o,oy=i ID:pdwuOKW hO4zmjzUHiOtvGHyhOJ7-vmg4yABEhwLYrS?x9RIONB2mcrDglz9GeCkAYhya8Yt 2-2-0 i 2-3-8 Scale=1:38.4 ax4 = 2x3 11 3x4 = 2x3 II 2x3 11 3x6 FP= 2.3 II 416 = 3x4 11 3 4 5 6 7 8 9 10 11 3x6 = 48 = 3x6 FP= 3x4 = 3x4 = 4x8 = 3x6 = 3x4 SP= Plate Offsets MY)— 15:0-1-8Edge116:0-1-80-0-0) 114:0-1-BEdnel I1B0-1-BEdael LOADING (psi) SPACING- 2-0-0 CBS. DEFL. In (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Verl(LL) -0.40 15-17 >682 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.51 15-17 >533 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Honz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 1251b 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 pudins, 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. Qb/size) 18=1243(0-3-8, 12=1249/Mechanical FORCES. gb) - Max Comp./Max Ten. -Al forces 250 gb) or less except when shown. TOP CHORD 2-3=-2704/0, 3-4= 2704/0, 4-5=3767/0, 5-6=-3767/0, 6-7— 3767/0, 7-9=-2703(0, 9-10=-2703/0 BOT CHORD 17-18=0/1571, 15-17-0/3420, 14-15=0/3767, 13-14=0/3417, 12-13=0/1571 WEBS 6-14= 340/0, 2-18=-1927/0,2-17=0/1404, 4-17=-887/0,4-15= 15/744, 10-12= 1931/0, 10-13=0/1403,7-13=-885/0, 7-14=71754, 5-15-317/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 16 = 11 % 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 ad (0.131' X 3') nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cart 6r.14 6904 Parke Ent Blvd. Tampa FL 33910 Date: September 25,2018 All wARNING- Vert/ydeslgnparametemand READ MOTES ON TN/SANOWLLUOEOb?EKREFER4NCEPAGEMth74MM2 I&OWD15BEFOREUSE Design vdid fwuse oNy W h tvineklsconnectas. this clarion h bored oNyuWn parameters shown. and h for on NtllNtlual bslldl g compomnt, not atm Wstem. Before use. Ibe bWldng deslgror mustvedy the apWkabllly of tlesign parameters and pmpedy hcorporale Itch deslgn Info the overall buldwdeegn. 8rachglrrtlk:atedhtopreventWoldl g.tiMvMd tmsWeb /aCt dmeMb MOrAy. Addff oatemporarymtlpemtalontlxrming MiTek' hdwaysrequiredtostabilityandtopreventcdi�wl PO%Ulepersawl Imlayandpropertydamage. For general gWdmce regadr'g the fabdcafbmstorage,ddloe erec nandbradngof�sontltnn Wdems.seeANSWIIQWMVC2erp,DS"9and BCS/RUHdhg COmponanf 69M Parke East Bhd. SOhfylnrotmOlhgavdlade from rots Plate Make. 218 N. tee Sheet. Sete 312. Alexandria VA22314. Tampa, FL 33610 Job Truss Tmss Type Oty Ply�J.b / 016169 T75188621 75456 FLC FLOOR 3 nce o Donal Cham ers Truss, Inc., Fort Pierce, FL 3x4 = 2 ID:pdmOKW hO4zmjzUHiONGHyhOJ7-NzNS9 W SsSETPTba8j8GdwPal6FirUYJOtsTk58ya8Ys y 0-0 �l' 3 3x4 = Scale=1:14.7 2x3 II 4 9 2x3 = 3x6 = 3x6 = 2-11-12 3-11-12 4-11-_2 7.11.8 ' 2-11-12 I 1-0.0 1-0-0 2-11-12 Plate Offse[s IXY)— 11 Etlae 0.1-8112'0.1-B Etlge1130-1-BEdge114:0-1-8Edge116:0-1-80-0.011T0-1-8Edmal LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.28 Ven(LL) -0.05 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Ven(CT) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 48 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flai) _ TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8-424/Mechanlcal, 5=418/0-3-8 FORCES. Ob) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-439/0 BOT CHORD 7-8=0/439, 6-7=0/439, 5-6=0/439 WEBS 2-8= 528/0, 3-5=-524/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for tmss to truss connections. 3) 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. 4) CAUTION, Do not erect truss backwards. 74 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 ®WARNMG•Vedry design paramelerc end NEAR NOTES OH THIs/INa WCLUnEO MmEKNEFERANCE PAGEMQ74TJrev. ie/DYtela eEFONEUSE pesign void for use oaywlm Mlrelt® connectors. iNsde9gn h based oNY upon pmameters shown, and 5 for an NtllNtlual ouaang comporenl, not a inns system. Bol«o use, the Wldrxl de9gner must ve4(y itx3appllcabllTy of tleLgn p«amelers and properly Incomorate Mils tlaugn Into the overal bwian0 design.&achg lntliwfed kto«evenibucklag oflnavidual husweb and!«ctxxtl members oNy-Adallona temporary and permanenttral� MtTe k• haways required for stabeliy and to prevent calapse with poss¢�le pers«al lnluty and «opertyd«ncge. r«gerrerol g�eclance regarang the r�rlCafpn storage. delNery, erection and daan0 of inssses and Inrsssystems seeAAt4UlPll QuaOy GRerb, 059-0P and BCSI W70tr1y Cempon�N 6904 Parke Eesl BNtl: a W Wornratbmvalabie Rom inns Rote,n rnrre. 2" N. Lee Sireal. Site 312 Alexontlaa.,A22314. Tartpa, FL 33610 Job Truss Truss Type 75458 FLD FLOOR Zcv]p�ly=1Q15.69t6.9nWT15168622 Chambers l Fuss, Inc., Fort Pierce, FL G a.Tays rvlani mra rvnieR inousnres, ne;, iue aep ev vo:uu:aa cv io Faye i ID:pdwuOKW hO4zmjzUHiONGHyhOJ7-NZNS9W SsSETPTba8j8GdwPal 6FisUYJOtsTk58ya8Ys 3X4 = 13x4 t 2 3 3x4 = 43x4 II 6 3,6 = 7 6 2x3 11 5 2x3 11 316 = Scale=1:14.7 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.05 7-8 >999 480 W20 2441190 TCDL 10.0 Lumber COL 1.00 BC 0.21 Vert(CT) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES We 0.16 Horz(CT) 0.00 5 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 49 to FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=424/10echanical, 5=424/10echanical FORCES. (Ib) - Max Comp./Max Ten. -All Forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-439/0 BOTCHORD 7-8=0/439,6-7=0/439,5-6-0/439 WEBS 2-8=-529/0, 3-5=-529/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 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. 0 Michael S. Magid PE No.58681 MTek Usk Inc. FL Celt 6634 6604 Parke East Blvd Tampa FL 33610 Daft: September 25,2018 ®WAHNMO-Vedfydeegnpar neteme dNEADNOTES ON THnMDWGLUDEDU/fEKREF ANCEPAGEMA74"J 1N0a2a158EFONE USE DeSmr vdid for use oNywilh MITeId9connectors. INs design k bated oNyupo , parameters shown, and Is form bMlNdual WBding comporont, not �� a inrsxsysfem. Before ute. the culdrg designer must vedty the oppikgbaly of design parameters aproperly Irrcaporate tuts design INo the overdl Brwhglr Uual veband/oret dmemb moNy. Mel( baidrgdeslgn. atedlstopreventWcklingoffMi 6 always required (. o inlay aid property damcge. gerreral regardig the with posndf 6ea4Parke East0 sWel andSCSce ellvelly exec n oW boding of fairssystems.s QUOMy Ctderb, pSEdg OnO gCSI Bugdtrtg rbmponent o, fabrkaibn.storage,delivery, erection and braclrg of18N. Ta�rya, FL 33610 ea dunes AexcafIp11 $p181y111relR1Yl1e1Wdade hom Try Rate Institute. 218 N. Lee Street. Suae 312 PlexantlA¢ VA22314. Job Truss Truss Type 0ty Ply REVORD 1 056969 T15168623 75456 FLI FLOOR 1 1 Job Reference (optional) cnamoers uuss, Inv., rorn nerve,, 8 3x4 = 2x4 = 2 ID:pdwuOKW hO4zm)zU HiONGHyhOJ7-rBxgMs9UDXbG519KHsnsSc7DPf2 W D7uz5 NO 3 314 = 2X3 II Scale=1:14.1 4 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Ved(I-Q -0.04 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Ved(CT) -0.04 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 MaMx-S Weight: 41 lb FT=20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 on bracing. REACTIONS. ob/size) 5=396/Mechanical, 8=396Rdechanical FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOPCHORD 2-3=-385(0 BOT CHORD 7-8=0/385, 6-7=0/385, 5-6-0/385 WEBS 3-5=-47&0, 2-8=-473(0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truces with 3-1 Off (0.131" X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Michael S. Magid PE Ne.53681 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 I ®WARNING- VeOlydedSnparemotersand READ NOTES ON THASANOWCLUDWM?EKREFERANCEPAGEMO74Amv. 100312015BEFORE USE Dedgn valid for use only Wfin IAITek®connecfors, iNsdesign k based oNyuPon paanete ashown. orM Is for an IndlvIdud buld01g component, not ��- a this system. Before use, Me bulldog designer must verify the applicaurny of design caromelerc and properly trcoryorate Mc design Into the overall bu0t9ngdesign. 0achgfrW tedhtoprevmtWcMNgoflWMdualhusweband/achordmembelsoNy. AddlYanol temporary antl permanent bracVg �q Well( Is always required for doany and to prevent collops, Win pcsSle pesaml la)" and VOpedy damage. For general guidance regrndng Inc fabdoulkxl, storage. delivery, erecaon and brodng of truces and ras systems. seeANSM11 OuaOy CrSeda, OS"q and SCSI SuHdhrp Compenonl 69M Parke East Blvd. SONIy WormpfbmvaDade from Truss Plate autinrte. 218 N. Lee Street, sun. 312. AlexadrkL VA22314. Tanaa, FL 33610 Job Truss / 056969T75168624 75456 FW �TruwType ��REVOIfl[) rence o tional cnamoers trues, nu., ron dace, rL 0-4-0 3x6 II t I - ID:pdmOKVJhO4zmjzUHiONGHyhOJ7-r9xgMs9UDXbG519KHsnsSc7FIf37DOSZ5W DHdayaBYr 2-4-0 2-0-0 0F:L2, Style=1:15.2 3x4 = 2x3 11 3x4 = 3x6 11 2 3 42-3 II 5 6 10 9 8 3z4 7 2a3 11 3x4 = 2x3 It LOADING (psf) SPACING- 1-0-0 CST, DEFL In (roc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) -0.01 9-10 >999 480 MT20 244/190 TOM 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES We 0.11 Horz(CT) -0.00 6 We n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 46 lb 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 pudins, BOTCHORD 2x4 SP M30(flat) except end verticals. WEBS 2x4 SIP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=194/0-3-8, 6=194/0-3-8 FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. 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 0.5001n. T. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 A ®WARNING-Vanlydes/gnpammatersand READ NOTES ON TNISANDWCL00EOM KREFERANCEPAGEM 7473.v. 1615312015HEFORE USE Design valid for use oNy W MITconnectors. lhk designEbased oNYupon parameter slWwn, andhform NAINtlud W9tling canponent,not a true system. Before use.11te btdotip tleslgner must verity the ppplicaNiN of desgn paameters antl properly hcorporate Itils tleslgn m10 Ilre ovetdl billtllrg tledgn.Br_mg jrxakafetl is to prevent Wckllrg oNMlvldud husweb and/or ctwrd members oNy. Atldnorwl temporary antl pertnaneni braclrg MiTek' a,_requlretl(a slaWityantl io prevent eWlc>p-wlih possible persanai hyury antl property damgae. Fa general gr4dance regarding the fobkatbn. stooge. delNery. erection and bracln0 of imsesmd truss systems seeANSUryII pualdv ClBeDd, DSedp anO BC51 euBD4rg Component 6904 Parke East BHd. Sobl mossllomvaDable cm,Rale InsIIMe. 218 N, lee Sheet.6die 312 AlexaMAa. VA22 14. Tampa, FL 33510 Job Truss Truss Type Oty Ply REWORD / Q56969 T15168625 75466 GFA FLOOR 1 2 Job Reference (optional Chambers i russ, Imc., FOG Pierce, FL 2K3 II 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x1U = 3 a. loa a mat.. co Io con I en umwuia, u.,ue ocp cov..++.v, �..,., 2x3 II 3x8 = 4x12 = 4 5 6 Scare=1:39.0 3x4 II 7 3x5 11 THD46 5x10 = 5x8 MT18HS= 3x4 It THD46 4x12 = 3x4 11 HUS26 4x6 = THD46 THD46 THD46 THD46 HUS26 TH1346 THD46 LOADING (psf) TOLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.66 BC 0.65 WB 0.71 Matrix -MS DEFL. Ven(LL) Vert(CT) Horz(CT) in (too) Well Ud -0.39 10-11 >696 480 -0.5310-11 >513 360 0.06 8 n1a n1a PLATES MT20 MT18HS Weight: 264 lb GRIP 2441190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc puffins, BOT CHORD 2x6 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13,3-13,3-10,6-10,6-8:2x4 SP M 30 REACTIONS. (lb/size) 14=3256/0-8-0, 8=3523/Mechanical FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-14= 2871/0, 1-2= 755810, 2-3=-7558/0, 3-4= 10462/0, 4-6=-10462/0 BOT CHORD 11-13=0/11468, 10-11=0/11468, 9-10=0/6739, 8-9=0/6739 WEBS 1-13=017777, 2-13=-422/0, 3-13= 4153/0, 3-11=011279, 3-10= 1068/0,4-10=-410/0, 6-10=0/3955, 6-9=0/516, 6-8=-6913/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 20 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 20%, joint 12 = 20% 5) Refer to girder(s) for truss to Imss connections. 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 allached to walls at their outer ends or restrained by other means. 7) Use USP THD46 (With 16d nails into Girder 8 10d nails into Tmss) or equivalent spaced at 9-0-8 oc max. starting at 2-1-12 from the left end to 22-9-12 to conned truss(es) to front face of bottom chord. 8) Use USP HUS26 (With 16d nalls into Girder 8 16d nails into Truss) or equivalent spaced at 7-5-6 oc max. starting at 12-11-4 from the left end to 20-4-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7— 100, B-14= 10 Concentrated Loads (Ib) ! Vert: 8=417(F) 15=-414(F) 16= 414(F) 17=.414(F) 18= 414(F) 19= 414(F) 20=-414(F) 21=485(F) 22=-485(F) 23=-414(F) M1Uchaol S. Magid PE No.63681 MTek USA, Inc. FL Cart6634 6964 Parke East Blvd. Tampa FL 33610 Date: September 25,201 S 1 ®WANNWG- kergy Cesfgapmameramead RE DNDTES ON XMDWCLUOEDAIMEKNEFERANCE PAGE MW4T4rex.IWO 15EEFDNE USE Design vdld foruse oNywlm MlTeida connectors. Ih6 design h borad orlyupon parameters shown, and Is fa on WIvIdual Wadig component, not a Imss system. Before use, the buldrg designer rnmf verify the apWlcabflN of design parameters antl properly Incorporate tW design Into the overall butdWdeslgn.Brcglydlcatedlstoprevent WCWingoffr IvMwlhusweband/oret dmembnoNy. AddllonaltemporaryandpeimanenfbraclW MiTek' 6aiwaysrequretl(wstabillNondtopreventcoll�v possiblepersoraliniuryandpropeltydamage. ForgenerdfrU a eregardrg the foxicatlon.storage. dervery, erection arxl bracing of mraesond fms rysiems. weAN5UM11 Oua@y Crdedb, OS"9 and gCSteugdatg Component 6904 Parke East Blvd. SOtelyOrtomraf dlade from Truss Nate Institute, 218 N. Tee Sheet, s11e 312. Alexandria. VA22314. Tampa; FL 33610 Truss Truss Type RD / 056969 T15168626 F75456 GFB FLOOR 12=1 ference o lional Cham6am i rose, Inc., Fort Pierce, FL �) 3x4 = 1_ 22x3 II a.Isv b lvial l l eu l a win e¢ inV uSme], 15U. I un ovPl cJ 3x4 = 3 3x6 = _ Special 7 63� 9 5 4 3x4 11 416 = 6 Scale=1:16.3 10 sir-e a -so LOADING (pall) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.03 5-6 >999 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.05 5-6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.58 HOrc(CT) 0.00 5 Na Na BCDL 5.0 Code FBC2017/TP12014 Matrix -MP Weight: 421b FT=20% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=495/Mechanical, 5=904/Mechantcal FORCES. (lb) - Max. Comp./Ma c Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-7=-492/0, 1-2=-759/0, 2-3=-759/0 WEBS 1-6=01832, 2-6= 451/0, 3-6=0/645, 5-8= 265/0 BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. NOTES- 1) Refer to girder(s) for truss to tmss connections. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 lb down at 6-3-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=100, 4-7= 10 Concentrated Loads (lb) Vert: 5=-190 9=386(B) Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 1 ®%0tRNNG-UMfydes1gmparemefersdnd READ NOTES ON THXMDNOLUDWMmEKREFERANOEPAGEa 7473re 1041a2D15BEFORE USE vaild for use miywlfh MITskaomn ,clorsIN . S deign b based myulxm parameters shovm, and Is form Indivldaal W0,11W component. nor NitDedM f a twssystem. Before ase, x, bulidng des mor must verity the applicability of deign parameters and properly Incorporate Bth deign Into the overall bkgcfigdeslgn.%acing lndicafetl lslo prevent Wckling oflMlviduol Vussweb arW/orcMrd membersoNy. Atlalflawl temporary alM pennaneni bracing MiTek' falbhalwaysreRt-rages eliverymdtonrand fx olkpse rrahposdde persawl iweAwproperfyd®ncge. For generalnd SCSI BuMinrdlrg the lbn. storage. delivery. erection bracing of OUa®y CrBelb, DSB-0Y and BCS/BOPdNg Component ree sSure 6904 Parke East Md. 18 N. tee S 31 . Alexandra. SON/ymtormafbfsavailable from Tmss Plate Ins11Me, 218 N. Lee Street, SWfe 312. AlexaM4a. VA22314. Solely muss Tampa, FL 33610 Ja rUss —= Truss Type Cry Ply REVORD / 056969 15168627 ]5456 GFC ROOFTRUBS 3 Job Reference p tonal Chambers Truss, Inc., Fall Pierce, FL ojov. vtZozv„ W. i.,. w.,�••v�. ,,•.. •..=.,=v ��•- _._�_. ID:pdwuOKW hO4zmjzUHiONGHyhOJ7-c jQA7Y W acxtlKeOb?tEaXmbFw67MbKNX W 12rOEAya4Tw 65-15 9-0-3 13-0-0 1740-10 22-3-13 25-0-/1 28-9-1 y-0-1Z 31-4-0 45-15 4-53 3-11-13 4-10-10 453 _ts 1, 0'-10-11 3-8-4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. CONCENTRATED LOADS AT JOINT 4 MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. Scale=1:65.9 4x4 II 6x10 = axle = 3x4 4x8 = 3x10 = 3x4 11 5x12 MT/BHS= 6%6 = 0.4 11 7x14 MT18HS= IW2= 3x1211 l0x10=7x10MT18HS= 3x1211 1000= 6x8 = 7x8 = 45-15 45-/5 8-03 453 la-0-0 3-11-13 v-m-"' 440-10 - 453 - 453 - - 0-10-1 Plate Offsets(XY)-- f20-4-120-2-41 I8:0.3-80-1-81 f9'03-80-2-01111:0-4-00-5-31 f12:0-3-80-2-01 f13:03-30-5-151 f16:0-5.00-6-41 r18:0-3-8,0-6-41 f19:Edoe0-5-71 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.14 14-16 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.3114-16 >999 360 MTIBHS 2441190 BCLL 0.0 ` Rep Stress Incr NO INS 0.42 Horz(CT) 0.07 11 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.1814-16 >999 240 Weight: 817lb FT=201 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-5: 2x6 SP 240OF 2.0E BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD WEBS 2x4 SP M 30'Except' 1-19,10-11: 2x6 SP No.2, 6-16: 2x4 SP No.3 REACTIONS. pb/size) 19=891310-8-0.11=731210-8-0 Max Horz 19= 215(LC 6) Max Upliftl9— 3777(LC 4), 11= 3037(LC 5) Max Gravl9=10699(LC 13), 11=8535(LC 13) FORCES. (to) - Max. CompJMax. Ten. - All tortes 250 (Ib) or less except when shown. TOP CHORD 1-19=-1801/658, 1-20=330/161, 2-20=330/161, 2-21=-9673/3346, 3-21=-9673/3346, 3-4=-20950/7219,4-22=-20950/7219,5-22=-20950/7219, 5-6=-20950/7219, 6-7= 16235/5632, 7-23= 16235/5632,23.24=-16235/5632, 8-24= 16235/5632, 8-9=-7094/2463, 10-11= 311/147 BOT CHORD 19-26=-3405/9709, 26-27=3405/9709, 18-27=-3405/9709, 18-28=-5764/16625, 28-29=-5764/16625, 17-29=-5764/16625, 17-30= 5764/16625, 30-31=-5764/16625, 16-31— 5764/16625, 16-32=-6935/19841, 15-32=5935/19841, 15-33=-693SM9841, 14-33=6935/19841, 14-34=-6935/19841, 34-35=-6935/19841, 13-35=-6935/19841, 1336=-4431/12479, 1236=-4431/12479, 11-12=-2560l7130 WEBS 2-19= 12407/4379, 2-18=-2253t6734, 3-16= 9110/3162, 3-17=335/1112, 3-16=-2082/6027,4-16=-4344/1561,6-16-�38/1452, 6-14=-345/1167, 6-13= 4702/1637, 7-13=-800/357,8-13=-2222/6491, 9-11-10619/3745, 9-12— 253817468, 8-12=-9156/3203 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-18 2x4 - 2 rows staggered at D-7-0 oc, member 3-17 2x4 - 2 rows staggered at 0-7-0 Oc, member 4-16 2x4 - 2 rows staggered at 0-7-0 oc, member 7-13 2x4 - 2 rows staggered at 0-7-0 oc. 3) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcufrent with any other live loads. Michael S. Magid PE No.58681 55Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 n Continued on oacp 2 ®WARNNO- Vnily Eeslgnpexamefe Md READNOTESONTWSANOWCLUOEDMIEKREFERANCEFAOEMM174n-- 1ON3R015BEFOREBSE ��- Dasign vdid for use Onlywlfh MOelr,connecrom. rbS design 4s inn ealonly upon parameters shown and k for an hHlvIcUd Wldkg Con" InOnOnt, not a Muss system. Before use, the bulldixl designer must vedfy the aPPllcabatyof deSrm ,Or®neteciand properly incorporate mbdeslgn Into the overall nua chord members only. Addltlonal temporary and permanent bochfa MtTek building design. 4ochg axl�fad is to prevent Wckling of lncINltlual web and/Of Is dwayS required for stabllty, and to prevent cdlopse with possible persOnd lnlury and PrOPedY d0ai FIX general 0donce regardng the fabrication. aforc*o,delivery, erection and braNrla of Inures antl trust v Jema aaaAN5g7Pt1 OUa®y Cderia,OSR-0p and 0=1 BUgGgrg Component 6904 Parka East Blvd. Tampa, FL W610 SaNtygr/ermalbmvailaWe hwn lrus Rate Institute. 218 N. Lee Streel. SWfe 312. Alexandila. VA22314. Job rues ruse Type Oty Ply REVORD 1 056969 T1516862] 75456 GFC RCOFTRUSS 1 3 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL eaau s v, ee mv.nee mcus,us, ino, iue oevo ID:pdwuOKW hO4zmjzU HIONGHyhOJ7-lvzYKaXCNEIBGYACOy5MJpn5sXhg3gnfGibzmdya4Tv NOTES- 8)*This fuss 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 tit between the bottom chord and any Cher members. -9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3777 lb uplift at joint 19 and 3037lb uplift at joint 11. 10) Use USP THD46 (With 16d nails Into Girder & 1Od nails into Truss) or equivalent at 22-2-0 from the left end to connect twss(es) FLB (1 ply W SP) to front face of bottom chord. 11) F11 all nail holes where hanger is in contact with lumber. A 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1913 lb down and 649 lb up at 1-4-0, and 37151b down and 12601b up at 13-0-0, and 19131b down and 649 Ib up at 24-8-8 on top chord, and 410 lb down and 139 lb up at 0-8-0, 4031b down and 1371b up at 2-8-0, 4031b down and 1371b up at 4-8-0, 4031b down and 137lb up at 6-8-0, 4031b down and 1371b up at 8-8-0, 403 Ib down and 1371b up at 10-8-0, 4031b down and 1371b up at 12-8-0, 403 Ib down and 1371b up at 14-M, 403 Ib down and 1371b up at 16-8-0, 4031b down and 1371b up at 18-8-0, antl 403 Ib down and 1371b up al 20-8-0, and 1134 Ib down and 385 Ib up at 23-3.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10_ 157,11-19=-20 Concentrated Loads pb) Vert: 18= 321(F) 4=-2958 13=-321(F) 20=-1523 24=-1523 26= 326(F) 27= 321(F) 28=-321(F) 29=-021(F) 30=-321(F) 31=-021(F) 32=-321(F) 33=-321(F) 34=-321(F) 35=-321 (F) 36=-903(F) R A WARNP/G-Verlydestgnpardmetersand READNOTESONTNISAND/NCLUDEDMR£KREFERANCEGAGEMIP74]3me 109 15BEFORE USE *�- Dedgnvalld for use ody Wth MireMcmnecton. ThlsdeLgnb basbd ONyul%mpalameterrdW and 6 form hdlvidual bulding component not a truss system. Before boo. the broldrg de5gner must vedry the appiloodtry of design p rmoeters and property hcorporate this design Into the overall buudingdeslgn. Br chgind tedktopreventbucklVgofUrdMduallmswebaW/orct rdmemb mrs y. Ad<llnondtemporalymtlpemranenibracing +'�,■R] MiTeW Sdwaysregdredf«staNIyandlogeventcollCpn 'MthpossRlle Pers llnjuryarulptopertydancge. For general gultlmce regardrg the fobdcalbn.storage.doiNery,ere tmondbra ]Moftnnsescf tr systems,seeANSWIl6uafBVCAe,ft OSBAgand BCSLBU9d0g Componont 6904 Parke East Blvd. Solely OfthhhalMtuvallable from Truss Rate Institute. 218 N. Lee street. Sots 312, Nezanddo. VA22314. Tanya, FL aa610 Job Truss Truss Type Gty Ply REV�10569V6.9��T15168628 75456 GR2 Hip Girder 12 Job R Gnambers I russ, Inc., ton Pierce, FL THD46 0A4U 5 Mar 11 CVI8MI Is&Inuuuare5, mG. ua Ja'<J VD:J4.VJ GV �O Special Special 4x6 = 4.00 Fi2 NAILED 2x3 II NAILED 6k9 — 2 14 3 15 16 4 THD46 HUS26 3xIO II Special NAILED NAILED 3x12 II HUS26 THD46 Special THD46 THD46 Scale=1:28.6 LOADING (par) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CS]. TC 0.36 BC 0.43 WB 0.59 Matnx-MS DEFL. in VerULL) -0.10 Vert(CT) -0.20 Horz(CT) 0.D3 Wind(LL) 0.08 (roc) Well Ud 8 >999 480 8 >904 360 5 n/a n/a 8 >999 240 PLATES GRIP MT20 244/190 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc puffins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 1=278310-8-0, 5=2867/0-8-0 Max Horz 1=-48(LC 6) Max Uplift 1= 892(LC 4), 5= 1003(LC 8) Max Gres, 1=3651(LC 2), 5=3620(LC 2) FORCES. (Ib) -Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-760812242, 2-3=-7390/2190, 3-4= 7390/2190, 4-5= 7845/2157 BOT CHORD 1-9=-207217197, 8-9= 2121/7390, 7-8=-2034f7630, 5-7=-1991/7415 WEBS 2-9— 535/2088, 3-8=-281/177, 4-8=-474/264, 4-7= 465/2348 NOTES- 1) 2-ply truss lobe connected together with 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2z8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 7-4 2x4 -1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(8) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=152mph (3-second gust) Vasd=118mph; TCDL=4.2psf, BCDL=3.Opsf; h=1 Sit; 8=45ft; L=24ft; eave=41t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left and fight exposed; Lumber D01--1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pal 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 tell by 2-0-0 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 892lb uplift at joint 1 and 1003 lb uplift at joint 5. 9) Use USP THD46 (With 16d nails into Girder & 10d nails Into Truss) or equivalent spaced at 9-0-8 oc max. starting at 0-9-12 from the left end to 15-2-4 to connect truss(es) to front face of bottom chord. 10) Use USP HUS26 (With 16d nails Into Girder & 16d nails Into Tmss) or equivalent spaced at 7-5-8 oc max starting at 2-11-4 from the left end to 10-4-12 to connect tmss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is In contact with lumber. ^ 12)'NAILED' indicates 3-10d (0.148'x3°) or 3-12d (0.148°x3.25') toe -nails per NDS guldiines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 179 lb up at 5-1-0, and 142 Ib clown antl 179 Ib up at 10-11-0 on lop chord, and 2361b clown and l l3lb up at 5-1-0, and 2361b down and 113 Ib up at 10-103 on bottom chord. The deslgntselection of such connection device(s) Is the responsibility of others. g 6 ld Michael S. Magid PE No.53631 MiTek USA, Inc. FL Ced 66U 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 QwARNING-Vedydeslgnparanreters endRE4DNWES ON TN/SAND INCLUDED MREKREPENANCEPAGEM67473MV. 1baAGa159EFORE USE Design valid for use only We, MRekee conrsectors. This design Is based only upon parameters shown, and is far an individual bu0tlklg Component not k■� a fnas system. Before use. the twilalrg designer most verify the oppliconi of design parameters and properly Incorporate firs design Into the overall brGtlbgdesign. &a ucd u webasldforch dmembersonly. Addilonaltemporaryantlpemsanenibrocing WOW glntlkaled6topreventbuckilWofMW Is always reguied for stability and to prevent collapse with possVe personal kdary and properly damage. For general gdtl m rQBarallg the 6904 Parke East BNd. fabrication. storage. delivery, erection and bracing of Masses and frua systems. seeANSVIFII CGa�y Crditkx, DSBd9 and SCSI SuBdetg Component SaOslybutonnetbnav�obfrom Truss froTruss Plate mr3 Lute. 218 N. lee Slicer. Sure 312.AlexontldO. VA 14. Taws, FL 33610 Job Truss Truss Type Gry Ply REVORD / 056969 T15168628 75456 GR2 Hip Giber 1 2 Job Reference o Bonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITaK Industries, Inc. Tue Sep 25 08:34:05 2018 Page 2 1D:pdwuOKW hO4zmjzUHiONGHyhDJ7.C6IjOZDd24EZBW2H4PNI 9gg2Ngimu991Fnv21nya8Ym LOAD CASE(S) Standard 1) Db%d+ Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 v. Uniform Loads (pit) Vert: 1-2=-70, 2-4=-70, 4-6=-70, 1-5=-174(B=-154) Concentrated Loads (lb) Vert: 2=-76(B) 4=-76(B) 9_ 236(B) 7-236(B) 14=-76(B) 15= 76(B) 17-98(F) 18-96(F) 19=-221(F) 20=-48(B) 21=-48(B) 22=-221(F) 23=-96(F) 24=-96(F) j -25— 98(F) O WARN/NO-Vedlyde gnpaamWt WdREAB NOTES ON THISANOBLCLUOEOMBEKREFERANCE PAGE W7473re1. laaaaafa BEFORE USE Design valid foruseoNyWM NlekOconnectors. INs desIM 6 based oNYupon Parameters shown. and is for an Individual building comloonent not �R- q` a I= system. Before use. 1t DWIa1rg designer must verify)tie applicob911y oldesign Pan®neters and Properly Incomorate ft design Into Itw ovemll buldrgdedgn. &ma gltd tedlstopreventbuckWgof(WivUJ M1 webandlachordmembersoNY Ad6nonal temporary antl pemlanenl braclrg Welk Is always reaulredfor stability and to Wevent collapse Mlh possble persnal"W and IxOPeaY damage. For general gull eregardna the fabrication, storage, delivery. erection and bradrg of beses and buss systems. seeANSN7PH Qua, M Crderb, OSSW and/CSI Building Component M04 Parke Eost Blvd. Sa!/tybdormatbNvallable from truss Plate brs11Me. 216 N. Lee Street, atte 31Z AJexondda VA2231A. Teaga, FL M10 Job Truss Truss Type Dry Ply REVORD / 056969 T75168629 75456 GRA HIPGIRDER 1 2 Job Reference (optional) Chambers 1 russ, Inc., Fort Pierce, FL -1.4.0 3-10-14 7-0-0 1-0-0 3-70-14 3-7 2 r Special 58= 4.00 12 4 Special Special Special Special 2x3 II Special 3x8 28 529 3031 32 6 33 ..ia.s mru i l co l a aal en emaau I... um. , cap m.......,.c co,o roy=, ,dwuOKW hO4zmjzUHiONGHyhOJ7-chos2bFWK?c72_mSIXwknlSVlleg5V Ilod9iv6ya8Yj I-it-2 24<-0 27-5-2 { 31-40 333 13.2 4-4-14 3-1.2 3-10-14 1:4 Scale=1:55.4 Special Special 2.3 It Special 36= Se= Special 34 35 7 836 37 9 21 2u 38 ly 39 40 18 41 v 42 16 43 1. 44 45 1e 3x8 = 2x3 II 3x4 = NAILED 4x10 = 5x12 MTl8HS=5xl2 MTIBHS= 4x1G = NAILED 3x4 = 2x3 II 3x8 = Special NAILED NAILED 2x3 II NAILED NAILED Special NAILED NAILED LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TPI2014 CS]. TO 0.61 BC 0.74 WB 0.66 Matrix -MS DEFL in VertL) -0.3 (L4 Ven(OT) -0.77 HOrz(CT) 0.15 Wind(LL) 0.44 Qoc) Well Ud 17 >999 480 17 >489 360 11 n/a n/a 17 >862 240 PLATES MT20 MT18HS Weight: 307 lb GRIP 244/190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-2-13 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 2=2990/0-&0, 11=2990/0-8-0 Max Horz 2d9(LC 24) Max Uplift 2= 1267(LC 8), 11=-1267(LC 8) FORCES. Qb) - Max Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3- 8172/3308, 3-4=-8088/3328, 4-5= 10110/4194, 5-6=10110/4194, 6-8=-10110/4194, 8-9=-10110/4194,9-10=-8088/3328, 10-11=-8172t3308 BOT CHORD 2-21=3057/7705, 20-21= 3057/7705, 19-20= 3050/7703, 17-19=4395/10947, 15-17- 4395/10947, 14-15_ 3050/7704,13-14=3057/7705,11-13=-3057/7705 WEBS 3-20= 436/356, 4-20= 187/704, 4-19= 1133/2780, 5-19=-618/365, 6-19- 996/397, 6-17= 12/411,6-15=-996/397,8-15=-618/365, 9-15=-1133/2780, 9-14=-187/704, 10-14=-437/356 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.13l'x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vu1t=152mph (&second gust) Vasd=11 Bmph; TCDL=4.2psh BCDL=3.0psf; h=1511; B=45ft; L=24ft; eave=4tt Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1267lb uplift at joint 2 and 1267Ib uplift at joint 11. 10) "NAILED' indicates 3-1 Od (0.148')(3') or 3-12d (0.148°x3.25') toe-nalls per NOS guldlines. n Michael S. Magid PE No.53681 MiTek USA, Inc FL Cent 6634 6804 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNWG-wroydea9npar a1a..ndREADN0TES0N TNISANDWCLGDEDMR KREFERANCEPAGEAN-74n] .. 10123R015BEFOREGSE Design for MITedi connectors. It design is based only upon parameters shown. and k for an Individual Wilding component, not valid use only with a pass system. Before use. the buedrxl designer meal venN the opplkaWlN of design paraneters oral propedY Incorporate fhkdedgn Into the overall Widingdeslgn. Dacingind tedlstoprevent WcklingofeMlvldualermweb fwchondmembemo y. Additlonalfemporcyandpelmcnentkeccfg MiTek' Is always requdred for staMlN and to prevent collapse wIlh ,asable persrxtd hpAy arrcl property, damage. For general guidance regarding the faindcaflon.storage. delWry. erection and bracing of tames and cuss systems. WeANStyt91f Qua,DSB49 and BC5l SuBdeng Component SptelylnfolmalbmvUlade aomss Plate Institute. 218 N. lee Seee7. Site 312. Alexancida, VA22 14. 69N Perks East Blvd. Terry., FL 33610 Job Truss Truss Type Dry Ply REVORD / 056969 T15168629 75456 GRA HIP GIRDER 1 2 Job Reference (optional) Chambers -I rush, Inc„ Fort Pierce, FL 8.130 s Mar 11 2018 MiTelkIndustries, Inc. Tue Sep 25 08:34:092018 Page 2 I D:pdmOKW hO4zmjzUHiONGHyhDJ7-4u_EFxG851ILgeL3JFRzKW?gVH_vgy?UAPuGRZyaBYi NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 271 It, up at 7-0-0, 138 Ib down and 1521b up at 5-0-12, 138 lb down and 152 lb up at 11-0-12, 138 lb down and 152 lb up at 13-0-12, 138lb down and 152 Ib up at 15-0-12, 138 lb down and 152 lb up at 16-3-4, 138 Ito �- down and 152 lb up at 16-3-4, 1381b down and 1521b up at 20-3-4, and 1381b down and 152 Ito up at 22-3-4, and 240 Ib down and 271 lb up at 24-4-0 on top chord, and 441 Ito down and 186 Ib up at 7-0-0, and 441 lb down and 1861b up at 24-3-4 on bottom chord. The deslgn/selectlon of such connection device(s) is the responsibility of others. xOADCASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4=-70, 4-9=-70, 9-12= 70, 22-25=.20 Concentrated Loads (Ib) Vert: 4=-193(B) 9=-193(B) 20_ 441(B) 14=-441(B) 28=-138(B) 29=-138(B) 30=-13B(B) 32=-138(B) 33=-138(B) 35= 138(B) 36=-138(B) 37=-138(B) 38= 75(B) 39=-75(B) 40=-75(B) 41=-75(B) 42= 75(B) 43=-75(B) 44=-75(B) 45=-75(B) A WABNWG-Vwllydoslgnpammaramand NEADNOTES ON THXMDWCLDDEDWEKflEFENANGEAAGEM N";vv. 1�158EFOREDSE DeAgnvolid for useonkywith M6ek®connectors. lhlsdasM b basedonkyupon parameters atrowrt antlh loran Wivldual buDdIgcomporenL not �R a teas system. Before use, the building designer must verify the appiicabilry of design parameters and poperly incorporate Inks design Into the overall bAmrgdeagn. Bracinglndloatedistopreventbuckligofindtrduallruswebond/orctwrdmembersonkY. Mdfiona1tempama mdp mncnen 1arccfg 1k MiTele h always required for stability and to prevent conapao Wth possmle persond lnluy and property danage. For general gWdance regartHrg the fobk ixtstmr .delNoW.erecfiono brcrlgofh scndtwsysiem&- ANSf/7P/lOmLlYCCffdff,DSB49=dBCS/BolGhg CompMant 6904 Parke Eml Blvd. Spfoty Wemrafbmvdlabe horn Truss Plot.InsllMe, 218 N. lee Sheet. Wt. 312. Nexandib. VA22314. Tarrpa, FL 33610 Job Truss Truss Type O)y Ply REVORD / Q56969 , T7516B630 75456 J1 Jack -Open B 1 Job Reference (optional) 17 unamaers i russ, Inc., FOn Pierce, FL LOADING (psf) TOLL 20.0 TCDL 15.0 BOLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 u.13U S Mar l l Let C MI I eK InGOSYIeS, I IIC. I Utl ... Co oo:.Ya a c... 3x4 = SPACING- 2-0-0 CSI. DEFL, in poc) I/deft Vd Plate Gap DOL 1.00 TO 0.27 Ven(LL) 0.00 5 >999 480 Lumber DOL 1.00 BC 0.03 Vert(CT) 0.00 5 >999 360 Rep Stress her YES WB 0.00 Horz(CT) 0.00 4 n/a n/a Code FBC20177rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 REACTIONS. (Ib/size) 3=1/Mechanica1, 2=201/0-B-0, 4=-20/Mechanlcal Max Harz 2=49(LC 12) Max Uplift 3=-1 (LC 9), 2=-167(1_13 12), 4=20(LC 1) Max Gmv 3=11(LC 12), 2=201(LC 1). 4=34(LC 12) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. BRACING - Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5 lb FT=20% TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=152mph (3-second gust) Vasd=l 1Bmph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=24ft; eave=4fl; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Exterlor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes 8 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 nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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 1 Ib uplift at joint 3, 1671b uplift at joint 2 and 20lb uplift at joint 4. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WAi NG-Vadlyd4dgnp.4 lend REAONOTE50M/MSANOWCLUOEONrrEKREPERANCEPAGEU6747lree faA:Ulaf5BEFOREOSE Design valid fa use omywun Miler conrrecfom. Thscro ign h based onyupon parameters shown, and Is form edlNtluN bu0tlpg component. not � a toss system. Before use, the bslidlrg designer armf verily the opplkabaly of design por metersosd properly trlcorporate this design Into the overall buDArlgdeslgn. Bracing Indicated htoprevent Mckt gofiMNWudtrmweband/or chord members any. Addlflonallemporaryandperrnmentbrocing MiTek' Is Glwaysrecrulred for stabillty mar to aevent collap.,e with posIble personal Ir" and properly dcaOge. For generol 9n9dmce regadID the fabrication. storage, deilvery. erection and bracing of fumes antl tom systems, seeANSUIPIf CuaMy Ciff.0 OS62y and BC51 Sulding Component6904 P.A. Ent Blvd. Safetylnfoanafbrpvallade from In s Rate trIs11Me. 218 N. Lee Street. Suite 312. Nexandlla, VA 22314. Talrya. FL 33610 Job Truss Truss Type Oy Ply REVORD / 1156969 T1516H631 75456 J3 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL F� 3x4 = 8.130 s Mar 112018 MtTek Industries, Inc. Tue Sep 25 08:34:10 2015 Page 1 4zmjzUHiOIvGHyhOJ7-Y4YcTH HmscsrHlwFsyyCsjYwYhTLZZZI P3ep_7ya8Yh Scale =1:9.4 LOADING (psi) SPACING- 2-0-0 CSL DEFL, in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.27 Vert(L-) -0.00 7 >999 400 MT20 244/190 TCOL 15.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 ' Rep Stress met YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.00 4-7 >999 240 Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. Qb/size) 3=76/Mechanioa1, 2=247/0-8-0, 4=35/Mechanical Max Horz 2=80(LC 12) Max Uplift 3=-39(LC 12), 2=-151(LC 12) Max Grav 3=76(LC 1).2=247(LC 1).4=51(LC 3) FORCES. (lb) -Max. Comp./Mm. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; B=45ft; L=24f1; eave=4ft; Cat. II; Exp C; Encl.. GCpl=0.18; VWFRS (directional) and C-C Extertor(2) -1-4-0 to 1-8-0, Intedor(1)1-8-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical 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 pat bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf 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 39 Ib uplift at joint 3 and 151 Ib uplift at joint 2. Michael S. Nagid PE No.53681 f4rTek USA, Inc. FL Cart 6634 69134 Parke East BNB Tampa FL 33910 Data: September 25,2018 ®WARN1NO-VadrydWBnp4rame...d READ NOTES ON TNISANDWCLUOEOMR KRUR NCEPAGEM 74Tam¢ ffiaYleSBEFOREUSE D an valid for use coy calm MneldSconoectors. Ns design b based onlyupon parameters shown, and Is foron WhAdual bulding component not ��- a tnat system. Before nae, the butane dealgner must verify the appllcabalfyof design paamoters and goperly ercomorale ft4sdeslgn Into the overall bulding dodge. gracing Indloded is to bucNirg ofIndivldual teaweb and/or chord members only. Additional temporary and permanent bracing MtTekc prevent Is always regWred for stoUlly and to prevent collapse with pos a personal Injury and Oroperiy damage. For general g14dence regarding the fabricallon. storage. delivery, erection antl bracing of tomes arvi less rystern%WeANS11711 Quality Offa/b, DSB-89 and BCSI Bu9dNg Component 69M Parka East Blvd. Safelybfoanafbamvalobie fiom Truss Plate InsIIMe- 218 N. Use street. State 312. Nexandda. VA22314. Tanga, FL 33610 Job Truss Truss Type Oly Ply REVORD / Q56969 I T15166632 75456 J5 Jack -Open 4 1 Job Reference (optional) Chambers truss, Inc., Fort Pierce, FL 3x4 = 8.130 S Mar 112018 MI I eKlnauslrles,Inc. Iue sepzb u8:34:1Z Zulu Fags ID:pdwuOKW hO4zmjzUHIONGHyhOJ7-VTgMuylOOD6ZXb4d_N7gxedAPU3i7S3KsN7v2uyaOYi LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.00 TO 0.69 Vert(LL) -0.02 4-7 >999 480 TOOL 15.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.06 4-7 >935 360 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017yrP12014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2X4 SP No.3 REACTIONS. (Ib/size) 3=140/Mechanical, 2=325/0-8-0, 4=65/Mechanlcal Max Horz 2=111(LC 12) Max Uplift 3— 81(LC 12). 2-170(LC 12), 4— 2(LC 12) Max Gmv 3=140(LC 1).2=325(LC 1), 4=91(LC 3) FORCES. pb) - Max. Comp./Ma % Ten. -Aft forces 250 (Ib) or less except when show. Scale=1:12.7 PLATES GRIP MT20 244/190 Weight: 181b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=451t; L=241t eave=4ft; Cat. II; Exp C; Encl., GCpl=O.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Inlenor(1) 1-8-0 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;G-C for members and forces & MIN 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 81 lb uplift at joint 3, 170 lb uplift at joint 2 and 2lb uplift at joint 4. Michael S. Magid PE No.53881 MTek USA, Inc. R. Ced 6634 6904 Parke Ent Blvd Tampa FL 33818 Date: September 25,2018 Job Truss Truss Type Oty Ply REVORD / Q56969 r T15168633 75456 J5B Jack -Open 4 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Sep 25 08:34:13 2018 Page 1 ID:pdwuOKW hO4zmjzUHiOtvGHyh0J7-zfE151Je9XE081fgY4WvUM9KDuNEnwJUSlsTaKyaBYe LOADING (pat) SPACING- 2-0-0 C51. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.00 TO 0.75 Vert(LL) -0.03 4-7 >999 480 TCDL 15.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.07 4-7 >837 360 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/size) 3=146/Mechanical, 2=332/0-8-0, 4=68/Mechanical Max Herz 2=114(LC 12) Max Uplift 3= B4(LC 12), 2= 172(LC 12). 4-2(LC 12) Max Gray 3=146(LC 1), 2=332(LC 1), 4=94(LC 3) FORCES. (I e) - Max Comp./Max. Ten. -All forces 250 Qb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 2441190 Weight: 18 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=152mph (3-second gust) Vasd=118mph; TCDL=4.2psh BCDL=3.Opst h=15ft; B=451t; L=24f; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-0-4 zone; cantilever left and right exposed ; end vertical left and fight 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 fora 10.0 psi bottom chord live load nonconcurrem with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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 Was to bearing plate capable of withstanding B4 lb uplift at Joint 3,172 lb uplift at joint 2 and 2lb uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Calf 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 ®WARNING-VeHlydetlgnperamefemand READNOTESONT SMDWCLODEDMNEKREFERANCEPAGEMO7473mv. 10=2015BEFOREUSE DeSgn vo11d forme oniy W h MneMcmnecfw. INs design Is bosetl onlyupon paromefors shown, and Is form IndMdual WpOing component, not a Inns system. Before use, Ila Widen en designer must verify the m>11cobilly of dedm parameters and Properly lacorpwafe 1hk dedgn Into the overall Wldlingtledfin.$achrgardkwf hloprevmfWcW oflrMivltluotlnn veband/%chordmembemc"y.A 11onAtemporarymtlpennmentbrocing MiTek' It oiways requred for dabllityand to prevent coilapse with posdNe personal boy arut property damage. For general giitlanco regording itte faxicalbn. sloroge,delivery. erection and bracing ofbumesmd truss syslemi WeAMUM11 Ovafdy CrRalb, DS849and BC51 8u9ding Compm nl 6904 Parke East Blvd. Salelylnlolmal/olAvdioble from Truss Pule Iratl We. 218 N. Lee Sheet. Sale 312, Alexan ddo. VA22314. Tanga, FL 33810 Job Truss Truss Type , qty Ply T15168634 =all 75466 J7 Jack -Open 10 1 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Sep 25 OB:34:162018 Page 1 ID:pdwuOKW hO4zmjzUHiONGHyhOJ7-NEvtjKMXSSc??DNPDD3c6_nt66SizG2wn?57Btya8Yb -1.4-0 7-0.0 _ _ -0-0 7-0-0 I Style: 314'=1' 3x4 = LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Vd PLATES GRIP TOLL 20.0 Plate Grp DOL 1.00 TO 0.52 Vert(LL) -0.08 4-7 >999 480 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.21 4-7 >395 360 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 2 rda n/a BCDL 10.0 Code FBC2017/7PI2014 Matdx-MP Wind(LL) 0.13 4-7 >649 240 Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=208/Mechaniml, 2=414/0-8-0, 4=95/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-123(LC 12), 2=-196(LC 12), 4— 5(LC 12) Max Gmv, 3=208(LC 1), 2=114(LC 1).4=132(LC 3) FORCES. (ib) - Max. Comp./Max_ Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2pst; BCDL=3.Opsf; h=151t; B=45ft; L=24fl; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exleror(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 6-11-4 zone; camlever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grp 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 20.0psf 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1231b uplift at Joint 3, 196 lb uplift at Joint 2 and 5 Ib uplift at Joint 4. Michael S. Magid PE No.53661 MiTek USA, Ina FL Cod 6634 6304 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 A WARNWG-Verllydeergnparamotersand RE 01107E5 ON TNI MDXCLUOEOM/fEKREFENANCEPAGEA 7473.. 1e4%MV1SHEF0REUSE rOdmnwild(w use oNywlih Miler connectors. This design k based only Won Wrametenshown, and Is for an NAMGIDdlrg C=iporx M. not � a rues system. Before use, fhe buldng deslgmer must vedy the applicability of design parameters and! property Incorporate Ink design Into Ito overall bu0dlrgdedgn. Br=hglnd fedlstopfeventbuckitrgoflndivklualtruswebantl/ofchadmembersoNy. AdalOornaltempwarymtlpermaronibraceg MiTek' kalwaysreguired for stablllyantl to prevent collapse Win posble personal lntwyancl woperly damage. For general gt4daxeregaWgine 6904 Park e East BNd. 6904 (oMkolbn,storage. deiNry e. erection and braairg of trusses and tnrsssystsnn% sesANSM11 OuaOy CArerkr, DSBdw=dBCS1Eu6delg Componenf Tana. FL 03610 Safefyl4fam cffan alIOWe froms Plate InsliMe. 218 N. Lee Sheet. SWle 312. Alexandria VA22314. Job Truss Truss Type aty Ply REVORD / 056969 1 T151686351 75456 KJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Sep 25 08:34:17 2018 Scale=1:17.3 NAILED 4 NAILED 2.83 12 3x4 a II 2 Li 12 7 13 6 5 NAILED 2x3 11 3x4 NAILED 3x4 = NAILED NAILED LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FB02017/TP12014 CSI. TC 0.20 BC 0.19 WB 0.18 Matrix -MP DEFL. in Vert(LL) -0.01 Ven(CT) -0.02 Horz(CT) 0.00 Wind(LL) 0.01 (too) Udell Ud 7 >999 480 7 >999 360 5 n/a n/a 7 >999 240 PLATES GRIP MT20 2441190 Weight: 30 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 4=92/Mechanicd, 2=471/0-10-15, 5=217/Mechanical Max Horz 2=113(LC 8) Max Uplift 4=-57(LC 8), 2-260(LC 8), 5=67(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-634/180 BOTCHORD 2-7=-224/603,6-7=-224/603 WEBS 3-6=-637/237 NOTES- 1) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=241t; eave=411; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl 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 57lb uplift at joint 4, 260 lb uplift at joint 2 and 67 lb uplift at joint 5. 6) "NAILED" Indicates 3-led (0.14Wx3') or 2-12d (0. 1 48'x3.25') tee -palls per NDS guldlines. 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=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4- 70, 5-8- 20 Concentrated Loads (Ib) Vert: 12=3(F=1, B=1)13= 14(1`= 7,13 -7) Michael S. Magid PE No.53681 MITek USA, Inc. FL Cad GGU 6904 Padre East Blvd. Tampa FL 33610 Date: September 25,2018 ®WANKING-VadlydeslBnparamalarsaedREAD NOTES ON THISANDWCLUDEOWEKREFERANCEPAGEN67473rev. iWD242015BEFOREUSE Design volid for use only with Won) connectors. INS design Is based only upon Paromotem shown, an l6 for on Inc[Adual building component, not a tns system. Before use, One twideg designer must vedfy the opplicablltyadesign paanefem and propedy Incotpaate thindesign into the overdl bu0alrsgdedgn. eachnglrWlcatedbfopievenlWcHir offnd ucdlmws bandforchrdmembenonly. AtltlltrongltempaaryantlpemsanenlGacirq MiTele 6 dwcys regaled fa stability and to prevent collapse with pcs bra penond Iniuy and propedy dmnage. For general gulcance reaarcang the 6904 Parke East Blvd. fabrication, storage, delivery, erection and Geeing of burns and truss Mtem% seeANSU1Plf GuoMy CrlHrb, DSB4 1? and 9CS1 Building Component Safely Gdoanal/onavdlable tram Tmss Rate Institute. 218 N. Lee Street. Sure 312. Wexondda VA 22314, Tampa, FL 33610 Job Truss Truss Type , Ply REVORD / Q56969 T15168636 75456 KJ7 Diagonal Hip Girder �9ty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mull 2018 MI I eK mausmes, me. 1 ue oep eo uo:or. la cu,a t' 4 NAILED 2 83 12 NAILED 12 NAILED 3x4 5 NAILED 3 11 2 13 16 7 15 6 3x4 = NAILED 2.3 11 NAILED 3x4 = 3z4 — NAILED NAILED NAILED 5 NAILED Scale=1:22.1 LOADING (Pat) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/rP12014 CSL TC 0.31 BC 0.43 WB 0.52 Matrix -MS DEFL. in Ved(LL) -0.03 Vert(CT) -0.08 Horz(CT) 0.01 Wind(LL) 0.04 Doc) Vdefl Ud 6-7 >999 480 6-7 >999 360 5 n/a n/a 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 40 lb FT=20% 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=154/Mechanical, 2=632/0-10-15, 5=394/Mechmical Max Horz 2=144(LC 21) Max Uplift 4= 93(LC 8). 2= 320(LC 8), 5= 133(LC 8) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 1210/406 BOT CHORD 2-7=-469/1159, 6-7=-469/1159 WEBS 3-7=84289, 3-6= 1212/490 NOTES- 1) Wind: ASCE 7-10; Vult=152mph (3-second gust) Vasd=118mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; B=45f : L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 Imss has been designed for a live load of 20.Opsf on the bottom chord In at 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 931b uplift at joint 4, 320 lb uplift at joint 2 and 1331b uplift at joint S. 6) 'NAILED' Indicates 3-1 Oct (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 Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4= 70, 5-8= 20 Concentrated Loads (Ib) Vert: 12= 83(F= 41, B=-41) 13=3(F=1, B=1) 14=-14(F= 7, B=-7) 15=-74(F= 37, B=-37) Michael S. Magid PE No.53661 KiTek USA, Inc. FL Ced 6634 6904 Parke EntBNtL Tampa FL 33610 Date: September 25,201 E O WARNWO-Ved/ydedgnpetanelene dREADNO ES ON TN MDWCLBOEDM1 KBEFERANCEPAGEMLL7473mv 10W20193E 01?EUEE De49n vdid for use ody Wth Mnel corvleclon.I dedm 6 based only uq>n paamelm shown and B form nxt ldud Wilding component, not a Inns system. Before use, the bWdalg tledgrer must vedy the opplloatiQUY of dedgn pamletea antl gopsrlY troorporate th6 dc0m Into the overdl /WlBtbmilemporarymdp:rmmentbracing MiTeW bLAC"deslgn&mk)glndbated5topeventWckNofiMivkludhussweband/orchordmemb moNy. bd--A required for stoblly antl to prevent cd[axse with ponlAe perxxw " and popery danage. For general gddaoe regaddg the faWbolbn,storage,delivery. efecilm and broctV of hussesond tmsssWems, WeAN5//IPIF Qwgy CldaW.DSB-8pand BCQBuSd9rg Cmllpanml hom Trim Nate Inslllute.218 N. tee Sheet. Stile 312 Alexo tldit VA22314. a Pmxe E.] Blvd.SOBybdomnafbluvdlable Tampa, FL 33510 T Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 137' Center plate on joint unless x y 4 offsets are indicated. 6u48 dimensions shown In ft-In-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. T r 0-711 cis cea 2. Truss bracing must be designed by an engineer. For WEBS q?, 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T Lv $ 0 bracing should be considered. 3 '�� O= O7 py 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. o_ O 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate O5° � BOTTOM CHORDS designer, erection supervisor, property ownerrcnd all other Interested parties. plates 0-'Ae' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly agalnsteach other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from ' location details in M�Tek20/20 CHORDS AND WEBSARE IDENTIFIED BYEND JOINT the environment In accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS.ollware 8. Unless otherwise noted. moisture content of lumber stroll not exceed 19%at time of fabrication, PLATEME PRODUCT CODE APPROVALS 9. thispredesign Is notapplicable xpe dplic bl efolumber. CC -ES Reports: uunless se with retardant v treat The first dimension is the plate 4 x 4 width measured perpendicular ESR- 1311, ESR- 1352, ESR 1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator, Generol practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, s¢e, orientation and IocaAon tlimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the specles and size, and 7 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. In ail respects, equal to a better than that specified. 13. Top chords must be sheothed or purlins provided at CYy// output. Use Tor I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral brccing at 10 ft. spacing, or less, If no celling is Installed, unless othemise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekG All Rights Reserved 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, reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. e 18. of or treated lumber may Use green pose unacceptable environmental, health or performance risks, Consuls with Industry Standards: project engineer before use. ANSIITP11: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, Milli 20. Design assumes manufacture in accordance with ' - uide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Ins, ''ng & Bracing of Metal Plate ed Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015