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Plans (29) I M=1110 / -? m / stti t/va5- gtv eic___ (_.„.7 , MiTekR 1 MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: NRT LOT 23 PATIO COVER The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1815510 thru K181551 I My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. eco NAG EFSS si0 cc 2-V 89200PE r 0 ct 41 OREGON t‘ /4.0 'O '9 r 14 2� QZ' A" RIVA- March 16,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 10.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF 016BTR LOAD DURATION INCREASE - 1.15 1-2-1 0) 29 2-6=1-224) 1074 6-3-( 0) 293 BC: 2x4 KDDF H16BTR SPACED 24.0" O.C. 2-3-1-1163) 158 6-7-1-230) 1066 3-7-1-1131) 205 WEBS: 2x4 KDDF STAND 3-4-1 -82) 74 7-4-1 -185) 104 LOADING 4-5-1 -9) 2 TC LATERAL SUPPORT 0= 12"OC. VON. LL( 25.0)+DL( 10.0) ON TOP CHORD = 35.0 PSF BC LATERAL SUPPORT 0= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 45.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 1.5" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -105/ 707V -42/ 125H 5.50" 1.13 KDDF 1 625) 12'- 10.0" -74/ 583V 0/ OH 5.50" 0.93 KDDF ( 625) " For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed - 0.133" MAX LL DEFL = -0.034" @ 6'- 11.5" Allowed - 0.596" MAX TL CREEP DEFL = -0.075" @ 6'- 11.5" Allowed = 0.794" MAX LL DEFL = 0.000" @ 0'- 0.0" Allowed = 0.012" MAX TL CREEP DEFL - 0.000" @ 0'- 0.0" Allowed = 0.017" MAX HORIZ. LL DEFL - 0.009" @ 12'- 4.5" MAX HORIZ. TL DEFL = 0.016" @ 12'- 4.5" 7-01-09 5-08-12 Design conforms to main windforce-resisting l' f f system and components and cladding criteria. 12 3.00 v Wind: 140 mph, h=20.Bft, TCDL=6.0,BCDL=6.0, ASCE 7-10, M-1.5x3 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 4 -I load duration factor=l.6, End vertical(s) are exposed to wind, I Truss designed for wind loads in the plane of the truss only. M-3x9 3 clia oes LO 0 m 2 o 1 _ 6 .. 7 -/ ere M-3x4 M-1.5x3 M-3x4 l b l 6-11-08 5-10-08 J'' 1-00 y 12-10 0-01-08 J `��ED PROF�c�,6;2, �,5�5 �NGINEF9 1029 89200PE r" JOB NAME : NRT LOT 23 PATIO COVER - P2 Scale: 0.4073 .�"111 .,......,..."* .-- rwne9ra: GENERAL NOTES. unless oth.r.w note oar Q ,.9IX.oand sectioneon. r.8.riX•eadw•.dof.IGeneralN.1.. 1.TlosMNpn4W.4onlyupon lMgnm.bn4ww.alehManindiviJW yL OREGON �4V Truss: P2 and Warnags before coram chop commene•a building component.Applicability of a&.qn pmmeter..m props 2.2n eempr•wbn web bracing mint be loaaNd when•shown.. incorporotwn of component is e.responsibility of Xe building designer. / Al 2-°N 0- i �1 3.Ae0wn.l t.nper.ry croon to.rase many ding con.eecgon 2.Design names m.top and bottom aura to be letar.9y braced at O 14 `_T cIM re.paelo�y of the bred..Additional permauM bracing of 0 o.c.and at ICI we.respectively unless baud throughout tMk length by DATE: 3/16/2016 the PW571 anwh.•n 9n r•sPe ntbEty of Oho brdng designer. codnwue.iging or such b plywood re.n..Xdnme shown na'or dywaKec). ��R I`� 3.2.longed bridging or tat•et bang r.ynr.d eMn shown.. SEQ.: K 1815 510 ..lee baa shale bs.ppaed to.y component until alter a.bracing and •,tna.rhon of ttw..I the r..pen.wry of the respect*.contractor.Wows fanners.e complete and et no 1850.804.0159 bad.Got*than 5.Omar.conn.. are to be Lewd in.nonunwet o ••noiroenn• . ^ TRANS ID: LINK *Wm loadsbe.ppll&dto my w compont. and.r.or%trycono.roub condition' 5.Carahwno control nomums 0.D..b come.NDe.rinpalMwpparlsMrown.9amorvndp.X Camara EXPIRES: n«.5.-B. *Mallon,bonding,shipment.td 8.1al.11on*components. 7,Design mune.adequate drainage is provided. March 16,2016 5.114 design Is Whiled subject to p•lerWaloss set form by 9.Plan.shalt be located on both hue oft,...and placed w their canter TPIWTCA In 9091,copies o1 Mach 54 be hennhed upon open. Ines wino&e#h lona anter lees. 9 Dig..hake*.k•o/Gots in hales. MIT.k LISA,Inc.ICompuTnn Software 7A.7(7L)"E IC For bask connector OW design values.w E5R-1311.EEC-1909(MITsk) • COPY OFFICE COPY REVISION 20'-0" 289 square feet of sheathing 0) N d / . / . e 0 0 3 : 12. o _or) CV CV T.- ,- o_ I I i i : I- 2X LEDGER AT BOTTOM CHORD USE MUS26 HANGERS EXTEND T.CHORD 1.5" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 03/16/16 PLACEMENT NLY.REFER TO TRUSS CALCOULATIONS AND STRUCTURALENGINEERED _ 4. PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURHER '< NRT LOT 23 PATIO COVER INFORMATION.BUILDING DESIONSIBLE FOR N RECORD pacin F.\ umber PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS 4 TO TRUSS CONNECTIONS.BUILDING .3 I CHECKED BY: DESIGNER/ENGINEER a D APPROVE OF AALLRD TO pCOMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. �[ TRUSS ' LOT 23 NRT 3/16"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. • 18111 f This design prepared from computer input by C" Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 10.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cg=1.00 1 TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 1-2=) 0) 29 2-6=(-224) 1074 6-3=( O) 293 BC: 2x4 KDDF #16BTR SPACED 24.0" O.C. 2-3=1-1163) 158 6-7=(-230) 1066 3-7=(-1131) 205 4 WEBS: 2x4 KDDF STAND 3-4=( -82) 74 7-4=( -185) 104 LOADING 4-5=1 -9) 2 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 10.0) ON TOP CHORD = 35.0 PSF BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 45.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 1.5" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -105/ 707V -42/ 125H 5.50" 1.13 KDDF ( 625) 12'- 10.0" -74/ 583V 0/ OH 5.50" 0.93 KDDF ( 625) M-1.5x9 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (uon). REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. For hanger s approved P BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 psf) uplift at 24 "Sc spacing. g pets. - See a roved lans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. g p P g VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL - 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL - -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL DEFL = -0.034" @ 6'- 11.5" Allowed = 0.596" MAX TL CREEP DEFL = -0.075" @ 6'- 11.5" Allowed - 0.794" MAX LL DEFL - 0.000" @ 0'- 0.0" Allowed = 0.013" MAX TL CREEP DEFL - 0.000^ @ 0'- 0.0" Allowed = 0.017" MAX HORIZ. LL DEFL = 0.009" @ 12'- 4.5" MAX HORIZ. TL DEFL = 0.016" @ 12'- 4.5" 7-01-04 5-08-12 T T 1' 12 Design conforms to main windforce-resisting 3.00 v system and components and cladding criteria. Wind: 140 mph, h=20.8ft, TCDL=6.0,BCDL=6.0, ASCE 7-10, M-1.5x3 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, M-3x5 4 5 ,, End vertical(s) are exposed to wind, Truss designed for wind loads Qp l in the plane of the truss only. M-3x5 M-1.5x4 000 M-3x4 1 Truss designed for 4x2 outlookers. 2x4 let-ins M-3x5 3 ko of the same size and grade as structural top o chord. Insure tight fit at each end of let-in. aC io Outlookers must be cut with care and are M-1.5x4010 o permissible at inlet board areas only. M-3x5 T 6 7 o --M-3X4 M-1.5x3 M-3x4 l y b 6-11-08 5-10-08 y 1-0o y 12-10 o-oi4-o6 ��oAGPNE '--0,5,/o __``.. 2v :9200P r JOB NAME : NRT LOT 23 PATIO COVER - P1 Scale: 0.3948 . 11:511P7- /� WARNINGS: GENERAL NOTES, unless otherwise noted: • OREGON �CC 1,Baader and erection contractor should be advised of.I General Notes 1.This design b based rink/upon the peremalers shown end Is for en Individual s., Truss: P 1 and Warning*before construction commences. building component.ApppcabNly of design parameters end proper !j ^ I^ I` 2.2.4 mnpresebn web bracing must be nabbed when shown+, incorporation of component b the responsibility of the Wieling designer. /O _l) J 2-°\��� 3.AdMbnel temporary bracing to insure stebilly ring mnanrotion 2.Design.eaase.the top end bosom chords to be laterally bates at 1 k be responsibility of the erector.Additional permanent bracing of 7 o.c.and at 10'o.c.respectively unless baud eaaeghmd lee angle by DATE: 3/16/2016 tui ova'struclaa a the responsibility of the building designer. 24continuousedddgsheama,g such as acplywnre sMebag(re s and/or drywsA(BC). �R R I L 3.2s raped btdfrg or Morel bracing required when clown++ SEQ.: Ki8 1 5 511 4.No bad should be applied to any component anti ensu'bracing end 4.Installation of muss ate reponabwly of the respective contractor. fasteners are complete end at no time Mould any bads greeter then 5.Design• es trusses are to be used b a noncorrosive environment, TRANS I D: LINK design bads be applied to any umpunent. and are su'dry.ndbon•of use. 5.CompsTnr.hes no control over and assumes no monorail/My for IM S.Design IA beefing N N supports shown.Siem or wedge N EXPIRES: 12/31/2017 tWk O ran,handling,g,shipment end bahl'on of components. rammer), '.Design mimes Mequon.drainage Isprovided. March 16,2016 e.Tna design is hanahed subject to the Imitations wt forth M e.Plates shall be located on born awe of truss,and paced w toes linter TFYWtCA M SCSI,copies of which will be furnished upon request. lines coincide wlh all anter lines. MiTek USA,IneiC Trus Software 7.6.7 1L E 9.Fan b indicate size of pate a ashes. dRIPU ( } 10.For bask connector pate design values see ESR-1371,ESR-1965(W M) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 s " Center plate on joint unless x,y Damage or Personal Injury /4 (Drawings not to scale) offsets are indicated. I 9 1 rY Ir= Dimensions are in ft-in-sixteenths. IliNik Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0"1/16" 4 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I IIIIIMM la_ bracing should be considered. 3. Never exceed the design loading shown and never �-� U �� stack materials on inadequately braced trusses. a04. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7-e b- cs-6 designer,erection supervisor,property owner and plates 0 I/12,' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 ' 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/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 are regulated by ANSI/TPI 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 ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR 1352,ESR 1988 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that �fr Indicated bysymbol shown and/or SYP represents values as published specified. �i by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at Output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. �� Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __MII,, 18.Use of green or treated lumber may pose unacceptable ® environmental,health or performance risks.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 is not sufficient. Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. I\/I iTe kg BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013