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Plans (287) MST 20la- C0072 11f 5 ) Avr IIIIIII NIB mit MiTek' • MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: LOT 4 RS GABLES ROOF DESIGN INFO 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: K6542058 thru K6542060 My license renewal date for the state of Oregon is December 31,2019. •`��`€ PR°xfiss 4` N44' /02 89200PE 9' •OREGON�� <t✓� <O ' 14 24 �ERR1 -$ i... s - 40116 ,0 August 15,2019 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. If Symbols Numbering System A Ge eral Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Foll Could Cause Property V offsets are indicated. I ( (Drawings not to scale) Damage or P sonal Injury rj♦�` Dimensions are in ft-in-sixteenths. 11144„ Apply plates to both sides of truss 1 2 3 1. Additional stability acing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-br . g,is always required. See SCSI, O'�1fi' 2. Truss bracing mus a designed by an engineer.For 4 wide truss spacing,ndividual lateral braces themselves may require braci or alternative Tor I _ O .. bracing should be nsidered. -� U O 3. Never exceed thesign loading shown and never stack materials onadequately braced trusses. I- IliII/ ®P� 0 H O 4. Provide copies of s truss design to the building For 4 x 2 orientation,locate c7•e cs csa 1– designer,erection pervisor,property owner and plates 0- 116from outside BOTTOM CHORDS all other interested adios. edge of truss. 8 7 6 5 5. Cut members to b r tightly against each other. 6. Place plates on face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed .Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regu d by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes t ses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in cord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise ed,moisture content of lumber shall not exceed 1 o at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly ed,this design is not applicable for ICC-ES Reports: use with fire rets t,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-st ctural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of tr fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead deflection. the length parallel to slots. 11.Plate type,size,o tation and location dimensions indicated are mini m plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall of the species and size,and in all respects,equ to or better than that ��f Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must (sheathed or purlins provided at output. Use T or I bracing spacing indicated design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 I 14.Bottom chords req lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling installed,unless otherwise noted. BEARING established by others. 15.Connections not sh are the responsibility of others. 1Indicates location where bearings t 6.Do not cut or alter s member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an eng'"=er. ■1=110 reaction section indicates joint number where bearings occur. 17.Install and load ve .11y unless indicated otherwise. Min size shown is for crushing only. Eli NMI 1.7.--.118.Use of green or tr•.: =d lumber may pose unacceptable environmental,hea" or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal project engineer • re use. 19.Review all portions this design(front,back,words Plate Connected Wood Truss Construction. and pictures)befo: se.Reviewing pictures alone DSB-89: Design Standard for Bracing. Mil is not sufficient. MiTeliC BCSI: Building Component Safety Information, 20.Design assumes m ufacture in accordance witn Guide to Good Practice for Handling, ANSI/TPI 1 Qualityriteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 j — I 1 11 F 1 I This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRIOS SPAN 13'- 11.0" TO: 2x4 KDDF 516BTR II LOAD DURATION INCREASE = 1.15 BC: 2x4 RUDE 416BTR l SPACED 24.0" O.C. Design conforms to main windforce-resisting II system and components and cladding criteria. TC LATERAL SUPPORT <- 12"0C. UON. LOADING BC LATERAL SUPPORT <_ 1.2"OC. DON. LL( 25.C)+01( 7.0) ON TOP CHORD= 32.0 PSF Wind: 120 mph, h-21.5ft, TCCL-4.2,BCDL=6.0, ASCE 7-10, DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.e, MWFRS(Dir), III TOTAL LOAD= 42.0 PSF load duration factor=1.6, Truss designed for wind loads LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL N REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. Gable end truss on continuous bearing wall UON. M-1x2 or equal typical at stud verticals, BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TOP Refer to CompuTrus gable end detail for REPAIR FOR 4"X 1-12"OUTLOOKER NOTCHES TOP CHORD AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Complete Specifications. APPLY 2 X 4 X 4'DF NO.2 SCAB TO ONE ACE OF TRUSS 1-1/2"BELOW TOP CHORD.ATTACH WI• (0.131"X 3")NAILS PER THE / FOLLOWING NAIL SCHEDULE:2 x 4'S-1 OW:SPACED @ 6"O.C. USE 2"MEMBER END DISTANCE. 6-11-08 6-11-08 1' '• 12 ,2 8.00 177 1, I1M-1x4 it Q8.00 1! Okl ///elitil.1 • /////////t. 1�1i�I ' 4.14044 / # 144 . iii4t i' "414144 . . /01 i ..„„ . r 4.o /,/ 1 i�j IO #. "ilii"iii "o -i o O M-3x4 Illi M-3x9 .<(-i\tD PRO, , y i - - y y ��5 �yGINFFR /O 1-06 13-11 • 1-06 ,� =9200P p • JOB NAME: LOT 4 RS GA'i:LES - Al • Scale: 0.4348 WARNINGS:I GENERAL NOTES, unless othamdse noted: ¢ /'►a, 1.BuiMw:. rection contractor should be advised of ell General Notes 1.This design is based only upon the parameters shown and H for an individual 7, 4/OREGON Truss: Al and W. Isbefore construction commences. budding component.Applirabgilyddesign parameters and proper (lrr\.lV1V 2.2x4.. .n web bra ing must be Installed where shove.. onepsralion of component is the responsibility at the budding designer. 3.Additi, I.'• brawn to during 2.Design assumes braced at ,O '9Y 14 `1°.\ P .rel 9 ty Bconstrudion laterally is the: lien of the erector.Additional permanent bracing of 2'o.0 and at 10'o.c.respectively unless braced throughout their length by DATE: 8/15/2019 the,i. continuous sheathng such as plywood sheatMrg(TC)and/or drywa4(SC). {//�I -,I. hire is the responsibility of Ore building designer. 3.2x Impact bridging w lateral hrecirg required where shown.s �/ 4.Ne toad• .be applied to any component until after all bracingM 4.Installation if esaslethe res ��"�RIO- SEQ.: K 6 5 4 2 0 5 8 fasteners° complete and at no les should an loads greater than 5.Des: responsibility of the respective contractor. ygDesign assumes trusses are to be uses in a non-conoslve environment. TRANS ID: LINK design•.l.be applied a any component andereror-ary e«wgm�orate. 5.Compel'l has no control over and assumes no responsnility far the 8.Design assumes hili true".ng al ev supports shown.Shim orwe05 d EXPIRES: 12-31-2019 labdrab.�1 sling.shipment and installation Or components. cocessas G This de%,t is furnished subject to the limitations set soon by T.Designshall b los cated no drainage is provided. an N August 15,2019 d S.Plates shall be orated center lana of truss,and cad so their center TPUWT I SCSI,copies of which wie be furnished upon request. lines coincide with joad center lines. a it 9.Digits indicate size of plate in inches. MiTek U' ,Inc./COInpe-Dos Software 7.6.8(11)-E 10.For basic connector plate design vaius...ee ESR-1311,ESR-1948(M:Tek) • Th_s design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 29'- 4.5" OND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. TC: 2x4 RODE 61&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 ROOF 41EBTR SPACED 24.0" O.C. Design conforms to main windforce-resisting system and components and cladding criteria. TC LATERAL SUPPORT <= 12"00. UON. j. LOADING BC LATERAL SUPPORT <_ 02"00. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF Wind: 120 mph, h=22.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 1 DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), TOTAL. LOAD= 42.0 PSF load duration factor=1.6, Truss designed for wind loads LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. i j., LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. Gable end truss on continuous bearing wall DON. 1-1x2 or equal typical at stud verticals. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP Refer to CompuTrus gable end detail for AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. complete Specifications. I. REPAIR FOR 4'X 1-12°OUTLOOKER NOTCHES IN TOP CHORD • REFERANCE TRUSS Al(K6542058)FOR FPAIR INFORMATION 19-08-09 19-OB-09 12 6.00 U7' I I M-4x4 12 Q6.00 I IIIh m 0 • 1 0 M-3x6(5) o M-3x4 M-3x9 I k f,12-00 ), 17-04-08 29-09-08 44 1 16 �i • Ct. 89200PE mac"" JOB NAME : LOT 4 RS GABLES - B1 'dar '!: --- -- I Scale: 0.2865 ° •e400. •. WARNINGS GENERAL NOTES. unless otherwise noted: Ca 4- 1Builder: rection contractor should be advised of all General Notes 1.This design Is based only upon the parameters shown and is for an Individual -sr •OREGON Ix lo Truss: B1 and W. I.bahre oonabuction commences. building component.Applicability d design parameters and proper 2.2x4.• .".n web bracing must be Installed where shown♦. incorporation of component is the responsibility of the building designer. 3.Atha. ,t.mporaybracing b insure stability during construction 2.Design assumes the lop antl bottom chba laterallybraced et <C) 4k t,a 2. 2'o.c.and at 10'c.c.respeUwdy unless braced through.their length by4 is mita- ibigly of me erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywail(BC). / DATE: 8/15/2019 the over-. structure is Me responsibility of d e building designer. 3.2x Impact bridging or lateral bracing squired where shown++ 41 .F/R11—\- .[/R'1-1 SEQ.: K6 5 4 2 0 5 9 4.No load 1. •be applied to any component ager all bracing and 4.Installation of truss is the responsibility of rine respective contractor. ^••('� �•+ fasten, complete and at no tune should any loads greater than 5.Design assumes busses we to be used In a nm-corrosive environment. TRANS I D. LINK design.( be applied to any component. and are for Thy condition of use. 6.DasgnassumenNpbeanngatallsuppodsehown.Shimorwedgeg EXPIRES: 12-31-2019 5.CompuT has m mmrol over eM assumes nro resPornAility for the necossa ss (abri-•• handling.shipment and installation of components. drainage prey 6.This des�I is furnished sub' to the limitations set fogs L BarDeses shall ho adequate tboth provided. August 15,2019 subject by 8.Pies s shall a located on ler teres of 1mss,end placed so their center TPIANf• in BCSI,copies of which will be furnished upon request. lines coincide with font center Noes. 9.Digits Indicate sire of plate In inches. MiTek U Inc./CompuTrus Software 7.8.8(1L).E 10.For basic connector plate design values see ESF7.1311,ESR-1966(Web) F vl II i! This design prepared from computer input by Pacific Lumber and Truss-BC TRUSS SPAN 18'- 9.0" LUMBER SPECIFICATIONS I LOAD DURATION INCREASE = 1.15 • • D-= h - r n - f _ 2 " TC: 2x4 RIDE A-I&BTR SPACED 24.0" O.C. -- 1 BC: 2x4 002F 41f:3TH Design conforms to main windforce-resisting WEBS: 2x4 KCDF STAND; i LOADING system and components and cladding criteria. 2x4 KC3F fli.BTR A i. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 1 DL ON BOTTOM CHORD - 10.0 PSF Wind: 140 mph, h=23.5ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, TC LATERAL SUPPORT c- 12"OC. UON. ''. TOTAL LOAD = 42.0 PSF (All Heights), Enclosed, Cat.2, Exp.H, MWFRS(Dir), BC LATERAL SUPPORT c= 12"OC. UON. LL = 25 PSF Ground Snow (Pg) End vertical(s) are exposed to wind, 1.1 Truss designed for wind loads LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL in the plane of the truss only. Unbalanced live loads have been REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. considered for this design. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP Gable end truss on continuous bearing wall UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. M-1x2 or equal typical at stud verticals. o Refer to CompuTrus gable end detail for 4-00-08 14-08-08 complete p specifications. f 11 12 i1 4.00 ) 6.00 [2' -11 REPAIR FOR 4"X 1-12"OUTLOOKER NOTCHES1 N TOP CHORD 1 REFERANCE TRUSS Al(K6542058)FOR REPAI INFORMATION Ii 1 • iiii111 : • i. M-+x8 nigiMii I = 0 M-3x4 f 3x5 J, , 3x9 y �cskEa PRQp 049 0-09 9-00-08 19-08-08 ��GI,r��`7 /�`� y 1 18-09 y �a 89200PE v JOB NAME : LOT 4 RS GaBLES — F1 /- � Scale: 0.3103 .4f I47 : WARNIN r GENERAL NOTES, unless oomnWse coded: `' /�r 1.Sc. d erection contractor should be advised of all General Notes 1.This design Is based only upon the parameters shown and is for an Individual © '"�ry Truss: Fl and „.ebefore construction commences. building component.Applicability adesign parameters end proper -per ,OREGON <(,j 2.254.. sire web bracing mut be installed where shown.. Insorporefon of component is me responsibility of the building designer. 1.Add.'...it temporary bracing b Insure stability during construction 2.Design assumes(he top and bottom chords b be laterally braced t 2A. �.k 2'o.c.and el iGoc.respectively unless braced throughout Meir length by v�O _711 14 is the ...sibility of the erector.Additional permanent bracing a lig such plywood sheathing(TC)and/or drywaNBC). DATE: 8/15/2019 ) 2ncontinuousmpashging has me. swswremmereelxlmmildyame building designer. 3.z.Impact ng repo { pe bridging or Senespns Nod whereshown.« Av. SEQ.: K 6 5 4 2 0 6 0 4.No loci .Id be applied to any component until y after all bracing and 4.Installation of has u the responsibility of the respective contractor. ©^'�( fasts ere complete and at no time should any bads greater man 5.Design assumes trusses are to be used in a non-earrosive enwrennenl, ('�K r,/ TRANS I D: LINK design ..be applied to ern/tampon41 and are for'dry condition.of use. S.Coma s has no control over and assumes no rosponeibility re me B.Design assumes hon bearing at all supports shown.Shim or wedge 5 fabdca1 .handling,shipment and installation of components. 2.Designswneesdequaledressagehpravidetl. EXPIRES: 12-31-2019 5.The.., is furnished subject to be limitations set forth by B.Plates shell be basted on both(sees of buss,and placed so their center August 15,2019 TPI In SCSI.copies u( furnished will befurnished upon request. fines oancido with Joint center fines. 9.Digits indicate ewe of qts In inches. MiTek ' ,BIC./CompuTrus Software 6.2.3(1 L)-Z 10.For basic connector plate design values see ESR-1311,ES14-1908(MiTek) Y