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HomeMy WebLinkAboutTRUSS PAPERWORKMiTek® RE: 1689826 - 1689826 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ,pFc APr 41P '09 rGFO h: >r 3F <�O9, IQJB MiTek USA, Ine. < Site Information: 6904 Parke East Blvd. Customer Info: ARTEM FLOORS Project Name: ANISIMON RESIDENCE Model: TtVdFa 33610-4115 Lot/Block: ress: 1 Subdivision: ANISIMON RESIDENCE Add92 WENTWORTH LANE, N/A SCANNE® City: Port Saint Lucie State: FL BY Name Address and License # of Structural Engineer of Record, If there is one, for the building.St. Lucie County 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 8.2 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 55.0 psf This package includes 5 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. ISeal# . -(Truss Name Date 1 IT16677762 IF01 4/2119 2 1T16677763 IF02 14/2/19 1 �_�T166777:4 F03 14/2/19 L4 IT16677765 _ IF04 14/2/19 5 IT16677766 IF05 14/2/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021 ❑ REVISE AND RESUBMIT IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI1TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. / SUBMITTAL RE ❑ APPROVED AS NOTED ❑ REJECTED Architectonic Inc. Fort Pierce, FL 34950' PQUIN VFW ppi 'DENS No IEF 90: STAT ID le4110Ss,O No .... �'tx ' S 1111110 Joaquin Velez PE No.68182 MiTek US& Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa R 33610 Date: iTik' r ' I .vJ ' � Job Truss irype Oty Ply 1-_ , T16677762 1689826 F01 (Floor 4 1 Job Reference (op0ona0 aue1W, r,mn Coy,"-aeaoo, 1 Us = 2-0 0 2x4 II 2 3 44 o."u s nav ,o m.o icon en nmusu roe, nm. i .nPr d I lao:al eula rage 3 ID: BCCnEkUlcAPVXKDHi9LlUOzUog2 jKVIXEBLrk2—wukmL7MXewbDPDpM7tDgGeiuNGLUMfG 2x4 II 4 0.1$ firsts= .1 44 = 3.4 II 5 8 2x4 II 5x6 = 2x4 II 5x8 = 3X4 II a4 11 0a1a 2-74 8-9.12 12414 13-0-0 na13 �u 1 "I 1 tins Plate Offsets (X Y)— 11:038 0-3-01 LOADING (pat) SPACING. I_" 'CSI. DEFL. in (loc) War Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Ven(LL) -0.08 9-10 a999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.11 9-10 -999 240 BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(CT) 0.01 7 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 691b FT=11% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 6.7: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 7=462/0-0-12, 1=462/038 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2=679/0, 2-3=679/0, 3-0=840/0, 4-5=-040/0 BOTCHORD 10-11=0/679, 9-10=0/679 WEBS 2-11-323/0, 1-11=01063, 5-8=-275/0, 4-9=-320/0, 5-9=0/780 Structural wood sheathing directly applied or 58-13 oc pudins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 11-12. NOTES- (5) 1) Unbalanced Floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 1&0-0 oc and fastened to each truss with 3-1Od (0.131"X 3") nails. Strongbacks to be attached to walls "air 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. 4) CAUTION, Do not erect truss backwards. 5) "This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." UIN OPac e'NV ��F1'�. No 68182 1.S F :•<ty: O1. 0, SS�O N A� E���`` Joaquln Velez PE No.68182 Wait USA, Ina R. Carl 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 2,2019 AWARNING- Vedlytlasl9eparamarom and READ NOTES ON MS AND INCLUDED 4grEKREFE02ENCE PAGE MrI-W3 m. 10T1Ie15 BEFORE USE. Design wlid far use only with Mirada weeders. TNs clasp Is based any upon parameters shown, antl is her an Individual building eompgnem, net a buss system. Berms use, the building designer must wrill applirabgey gossip parameters and properly Incmpordle Me design into the same g burdingdesign among lnsicated is to prevent buckling of lndMdual Was web andbrtshortl members only. Additionaltempordryandpemanentbrswg Welk- Isatxeysrequbedbrstabtiiymdtopr ntcollapsawMpossiblepenanalln)uryaWpmpeMdamage. Forgenemlgindanceregamingthe fabdhaon.storage, deltrery,erection and bmdng stoutest and Was "gems, see ANSVIP1IOuOhYCftda,DS&9=dBCSIBU[Iding Component 69N Parke East BNd. SaleylnrormNon a Wlableham TMss Plate Intl .218N.LeaS KSube3r2N..d4a,VAW14. Tampa. FL 36610 Job Truss _,.. typ����b , T16677763 1689826 F02 (Floor Reference (optional) 0-3-12 H 1 6x8 = 2-0-0 2x4 II 2 34A — e ctu s nev lOCele mn en nmusurcs, mc. me nprc i ou:oo Lola Pagel ID:8CCnEkUlcAPVXKDHi9LtUOzUog2-BX6DMBzc2irY2JzvrtmB88NAp7DsJogVIRRv3zUmfF 2.4 I I 4 Scale ='I Ad 4x8 = 3.4 II 5 a 2x4 II 5x8 = 2x4 II 5.8 = 5xe = Plate Offsets (X Y)— [1:D-3-8 0301 LOADING (psq SPACING- 14-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(L-) -0.10 8-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) .0.14 B-9 >999 240 SCLL 0.0 Rep Stress Incr YES WE 0.45 Hom(CT) 0.01 7 n/a n1a BCDL 50 Code FBC2017rTP12014 Matrix-SH Weight: 721b FT = 11 % LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 WEBS 20 SP No.3 'Except' BOT CHORD 6-7: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=490/0-3-8,7=490/0-7-11 FORCES. (lb) -Max. CompJMax.Ten.-Allforms 250(Ib) or less except when shown. TOP CHORD 1-2=746/0, 2-3=746/0, 3-4=954/0, 4.5=9S4/0 BOT CHORD 9-10=0r746, B-9=0846 WEBS 2-10=346/0, 1-10=0/952, 5.7=563/0, 3-8=-43/264, 4-8=337/0, 5-e=0/844 Structural wood sheathing directly applied or 5-25 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-0 oc bracing: 10-11. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strengbacks, on edge, spaced at I(Ii cc and fastened to each truss with 3-1Od (0.131"X 3) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 1141111111111 %%%% OP UIN..... VF"ii 'GENg' 1�0� No 68182 9 • S OF 11111111110 % Joaquin Velez PE No.68182 MITek USA Inc. R. Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2019 AMMRNING-Versify Owe/anP.rxem end READ NOTES ON TNISAND INCLUDED 4UTEKREFERENCE PAGEMP703.. fvasuggOISBEFOREUSE Design valid hr use WywO MTeM Condors. Mas design is based only upon parameters shown, and Is form kdMdual bulking component, am a emu system. Before use, the building desigmrmuM wdlyme appiimbJny Mdesign parameters and properly Inc4rtN ponees design ino the oven0 bulldngdesign. arcane micaled is to pnrwnt buking ofindl0dual Vass web and/or chord members only. Additiooakwmpmeyandpanamentbnang M!Tek' lSMw l.,ired Mstebpltyendto Mevent..flaps.wehpossiblammnafinluyan4pmFedydamage. Forgeraragukanceregardingthe fxbdratkn. atonge, dalNary erection ant bating orWsses and Wu systems.see ANSPrMf Quality Crowded, DSBa9 and BCS1 Building Component 690s Paden Ease BNd. WinyinabMaon owlsbk Omn Tmss PlateInMO0,21e N.Leestreet Sufte312Alexandria,VA22314. Tampa, FL 36610 Jab Truss ,: Type r Oty Ply 1F'. Jz, T16677764 1689926 F03 1 1 (Floor Job Reference (optional) 03-12 H 2.0-0� 2-0-0 43x4 = omu ex....rues, on, NPr<1s u:Aa zero Page ID:8CCnEkUICAPVXKDHi9LIUOzUog2-flgbmCbNLgi9CugTYO7iLh%uDRJblazkyB7R WzUmfE 2x4 II 3x4 = 3x4 = 5 6 7 038 Scale =12fi.9 3x4 =3x4 II 8 9 2x4 II 5x6 = 2x4 11 3xe = 3x4 = 3x6 II 2x4 11 16.2.11 312 &]J 9 12 11-114 1S7J IL Q o-31 z a-s ells 1 aJ-e 3en o. Plate Offsets (X Y)— 11:0-6-8 0-1-81 LOADING (par) SPACING- 1-4-0 CSI. DEFL. in floc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0,14 13-14 ,999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.1913-14 >988 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 10 Na n/a BCDL 5.0 Code FBC201717P12014 Matra-SH Weight: 86 to FT=11% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 9.10: 2x8 SP 240OF 2.0E REACTIONS. (Ib/size) 10=s7310.5-8,1=572/0-3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(III) or less except when shown. TOP CHORD 1-3=928/0, 3-0=-928/0, 4-5=1380/0, 5-7=13BO/0, 7-8=1019/0 BOT CHORD 14-15=0/928, 13-14=0/928, 12-13=0/1019 WEBS 3-15=-342/0, 1-15=011150, 8-11=-311/0,4-13=0/537,5-13=-308/0,7-13=0/405, 7-12=-404/0, 8-12=0/949 Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oe bracing, Except: 6-0-0 oc bracing: 15-16. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 6 =11 % 3) Recommend 2x6 strongbacks, an edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Off (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 111111111111E ``Q `(Ii UIN VE� �� % J� N 3F �� ,,00 -Z No 68182 �i,CC• . O R off lilts 1it ��`,�� Joaquin Velez PE No.68182 MITek USA, Ina. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 2,2019 AWARNING -Vwby design Personal. and READ NOTES ON ME AND INCLUDED AVEK REFERENCE PAGE MA703 rev. 1403,2015 BEFORE USE Design wad for use.1, MhMTeM mnnadms. This design Is based only upon parameters shown, and is for an adiWEual bullEing emnponerd,not a Was system. Before use, rue bubble designer must wary Me applirabi ly of desyn pammelers and properly inoorporste Nis design Imo rue owre0 buildirgdesign. eroding Ndimted is to prevent balling ofindiabdualWw web NaVor MoN members only. AddiOmaltempmaryandpemunentbredng MiTek' Is atwaye required for stabolly and to prevent Collapse won possible personal Injury aW property damage. For general guidmw regarding Me fabtland.n, smrega, delivery, erection end bracing of trusses end Wss systems, aee ANSUTFN Qualify Cdleda, DSBa9 and BCSl Bullmng Component 6961 Parke East Blvtl. Sararylnrormasron awrisble from Truss Rate Inabtute.218 N. Lea 9ireW. Suke 312 Alb,uMMv, VA V314. Tampa, FL 36610 Job Truss „Type Oty Ply _ .m T1 M77765 16B9826 F04 (Floor 1 1 Job Reference (ofRionan Feu, w, r,a�n wy,r-oesss, OJ-12 5x12 II 1 2 2x4 II 3 4 u s M a 4uas mn ee meusmes, mc. la m 1A rm:uu:9u [mv rage 1 ID:8CCnEkUlCAP VXKOHi9LtUOzUog2-7vDz9GDD8ty2nMTL1 GVEG7�hrdlPKBF6ycwYyzUmfD 2x4 II 5 7 0 Scale = 1: 7.6 8 9 2x4 II 5x6 = 2x4 II 3,68 = 5x8 = n- l9 9-71 771 n-as »den 0 -1 2J5 5-0-0 1-25 3-7-5 310-13 0-7-8 Plate Offsets (X Y)— (1:0-E-8 0-1-B) LOADING (pal) SPACING- 1-4-0 CSI. DEFL. In floc) Odell L/d PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.60 Vert(L-) -0.16 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.2212-14 >900 240 BCLL 0.0 Rep Stress [nor YES WB 0.58 Ho2(CT) 0.01 10 Na n/a BCDL 5.0 Cade FBC2017/TPI2014 Mamx-SH Weight: 891b FT= 11 % LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3•Except- BOTCHORD 9-10: 2x8 SP 240OF 2.0E REACTIONS. (Ib/sae) 1=598/0-3-8, 10=599/0.10-10 FORCES. (lb)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 1-3=988/0, 3-4=988/0, 4-5=1512/D, 5-7=1512/0, 7-8=1115/0 BOT CHORD 14-15=0/988, 12-14=0/98B, 11-12=011115 WEBS 3-15=-358/0, 1-15=0/1228, 8-10=662/0, 4-12=0/610, 512=328/0, 7-12=0/440, 7-11=-409/0, 8-11=0/992 Structural wood sheathing directly applied or 3-10-11 cc purling, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 6-0.0 cc bracing: 15-16. NOTES- (7) 1) Unbalanced floor live loads have been considered for this design, 2) All plates are 3x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at Joint 13 = 11%, joint 6 = 11% 4) Recemmend 2x6 stmngbacks, on edge, spaced at 10.0-0 cc and fastened to each truss with 3-10d (0.131"X 3") nails. Strengbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7) "This manufactured product is designed as an individual building component. The suitability and use of this cemponem for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OPQU1N r11VF�,�', GENS Z' No 68182 �9• S OF '1.1 %�T�•A� R1pPC?N% Is Joaquin Velez PE No.68182 MIT& USA. Inn FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 2,2019 pwARNINO- Verify design patemeram and READ NOTES ON Me MD INCLUDED 69lEK REFERENCE PAGE MII W3 m. 1003ROfg BEFORE USE Design valid far use only win MiTeW cennedors. The design B based Only upon parsmeters sewn, and Is ar an Individual building wa,mant, nd �� a Muss system. Before use, the building designer mud veriy Me sppliwbalty 0 design parameters and placed, imm sdde Me design Imo the overall Eugdingdeslgn. Baring Indicated Isis prewar bwbOng ofindivMuallrussweb end(orCom members only. A4tliumeltempanry and permanent trading M!Tek' la alwaysreguaetl far atabil arts prevent cdlapseweh puaslble personal injury and prapedy damage. ForgenealguldancenegemNgthe lepdwean, sroage, tlelivaryry erection and t��ingoflnssez end Wsa wdema. ue ANSU 10ualMy CMeda,DSB89end BCSIBuitdNg Component Salelylnf. tam Truse Plate InmNNe, 218 N. Lee Sired, Bute 312, Alexentle, VA 22114. 6904 Perim Fast BIW. nanaff. avallaEie Tampa, FL 36510 Jab Truss Type Oty Ply _ T16677766 1659825 FOS Floor 11 1 Job Reference o gonal Builders First Source, Plant City, FL-32566, 041-12 I-1 r 2-0d 2-0 1 6xe = 8220 s Nov 16 2015 MITek Industries, Inc. Tue Apr 2 11:30:41 2019 Page 1 ID:BCCnEkUlcAPVXKDHi9LtUOzUDg2-b6nMMcEn=40PW7 Y=RTpmmt5l Bg3g5GBGg5WOzUmfC 2x4 11 4 3x4 = 5 Scale i 114.9 3x6 = 6 2x4 II Sx6 = 2x4 II 3xB = 2x4 11 LOADING (psl) SPACING- 1-4-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.50 Vert(LL) -0.10 9.10 >999 350 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.14 9.10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Hom(CT) 0.01 7 rile Na BCDL 5.0 Code FBC2017rTPI2Ol4 Matrix-SH Weight: 761b FT=11% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc pur ins, BOT CHORD 2x4 SP No.2 except end ver icals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-7: 2x6 SP No.2 6-0-0 oc bracing: 11-12. REACTIONS. (Ib/size) 7=52210- -12, 1=52310-3-8 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=795/0, 2-3=795/0, 3-0=1141/0, 4-5=1141/0, 5�6=803/0 BOT CHORD 10-11=07795, 9.10=11T795, 8-9=0/803 WEBS 2-11=371/0, 1-11=0/1014, 6-7-508/0, 3-9=0/424, 4-9=280/0, 5-9=0/386, 5-8=409/0, 6-8=0/903 NOTES- (5) 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 3-10d (0.131"X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect buss backwards. 5) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE Ne.68182 M9Tek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data. April2,2019 AWARMIJiVwXydesipnparamerersand REAONOTESON7MSANDINCLUOEDMrnJ( ERENCEPAGEMIF7473ray.1d43R015BEFOREUSE. Design valid for use onlywith MRelx® connectors. This design Is based ady upon padmeters shown, and is for an Individual balding component, net a buss system. above use, the handing caugier must vedly, Pe applicabJHy oldengn parameters and properly Incorporate Nis design Into Me reveal! buidingdesign. adding indicated is to prevent budking of indMdual term web andror Nod members only. Additional temporary and permanent hratind MiTek' IsaM4sdquimdrorstablUymdtopmventcollapsewMpwsibbpersonallnjurya pmpeMdamage. For general guidance regarding the fibrlrallon,srodge,dek.%.radio. end brdng orhussasandhusssynems,see ANSU7PIrdairry Crean., DSB29 andBCSIBMIONg Component g806 Perko Een Blvd. SehylMormotlon available hom Those Plate Institute, 218 N. Lea Siren, Suda 312, Alexandria, VA=14. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/ " Center plate on joint unless x, y 4 offsets are indicated. II 6-4-88 1I 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 ft-i of des truss 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 orX-bradn9, Is always required. See BCSI. , ��y1fi r CI-2 c2-3 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 4 wide spacing, T Sz, O 2 O OEEZ may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never a.�"'0 3 U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building as co-r c5E f For 4 X 2 orientation, locale designer, erection supervisor, property owner and all other interested paNes. BOTTOM CHORDS plates 0- did' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each fare of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED 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 are regulated by ANSIrl-PI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. `Plate location details available in MiTek 20120 software or upon request. NUMBERSILETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19 % at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with ere retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camberis a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General 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, 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 respells: equal to or beller than that 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. specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chards require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not at 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. ® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance asks. Consult with project engineer before use. Industry Standards: 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. Reviewing pictures alone is not sufficient. : Design Standard Bracing. nt BCSI: Building Component Safety Information, BCSI: �® M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ITe ANSI/rPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015