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Report (2) • • // 7s Ease/7 MiT€:k MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: J-2755 STONE BRIDGE 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: K7587824 thru K7587824 My license renewal date for the state of Oregon is December 31,2021. ���EQ PROFFss -44 89200PE pG OREGON �k� tk /O M 1'14 �R R ll.L • 41,411 1;�!'9• ' .w • April 3,2020 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. ifAmmeimi 1 • This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 41'- 9.0" IBC 2015 MAX MEMBER FORCES 4WR/DDF/Cq.1.00 TC: 2E4 RODE 814d1TR LOAD DURATION INCREASE.1.15 1-2.( -494) 317 1-9.1-7771 3707 1-2.1-3603) 672 12-6.1 -178) 185 SC: 2E4 ROOF 81LBTR SPACED 24.0"0.C. 2-3.(-3934) 903 9-10.1-626) 3360 2-9.1 -125) 187 6-7.1-3638) 664 WEBS: 2E4 RODE STAND 3-4•1-3341) 82/ 10-11.1-435) 2466 9-3.1 -84) 435 LOADING 4-5.1-3333) 824 11-12.1-656) 3359 3-10.1 -781) 297 TC LATERAL SUPPORT a.12"OC.DON. LLI 25.01.DL1 7.0) ON TOP CHORD. 32.0 PSF 5.6.1-39921 885 12-7.1-773) 3786 10-8.1 -202) 1197 BC LATERAL SUPPORT e.12"OC.UON. DL ON BOTTOM CHORD. 10.0 PSF 6-7.1 -590) 237 4-11.( -209) 1211 TOTAL LOAD. 42.0 PSF 7-8.1 0) 36 11-5.1 -7951 303 OVERHANGS: 0.0" 12.0" 5-12.1 771 513 Snow:ASCE 7-10, 25 POP Roof Snow(Pe) Ce.1, Ce.1. Ct.1.1, I.1 BEARING MAX VERT MAX BORE ERG REQUIRED BRG AREA ••For hanger specs. -See approved plane LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FOR A 20 PSI,LIMITED STORAGE - -209/ 1866V -81/ 76H 5.50" 2.99 RODE 1 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2015. 41'- 9.0 -209/ 1923V 0/ OH 5.50" 3.08 RODE ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. kORD. 2:Design checked for net)-5 oaf) uplift at 24.0C.oacin5. i VERTICAL DEFLECTION LIMITS:LL.L/240, TL.L/180 MAX LL DEFL 0.296"• 24'-11.4" Allowed. 2.042. MAX TL DEFL. -0.491"• 24'-11.4" Allowed. 2.722" MAX LL DEFL. -0.002"• 42'- 9.0. Allowed. 0.100. REPAIR.BROKEN SECTION OF BOTTOM CHORD AT SPLICE JOINT 11 AS SHOWN MAX TL DEFL. -0.003"• 42,- 9.0. Allowed. 0.133" SEASONED LUMBER IN DEC SERVICE CONDITIONS SHOP FABRICATE SCAB TRUSS(SHOWN AS SHADED AREA ON TRUSS DESIGN DRAWING)USING THE LUMBER AND PLATES INDICATED IN(). Km HORI2. LL DEFL. 0.097.• 41'. 3.5" of ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH(0.131"X 3") MAX HORI2.TL DEFL. 0.161' • 41'.. 3.5" G NAILS(INTO ALL ALIGNING MEMBERS)IN 2 ROWS SPACED lID 2"O.C. USE 2"MEMBER END DISTANCE. DO NOT NAIL IN BROKEN SECTION. Design Conforms to main windforce-resisting system and components and cladding criteria. Wind: 120 mph, h.22.1ft, TCDL.4.2,BCDL.6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dirl, load duration factor.1.6, Trues designed for wind load. i 20-09 21-00 in the plane of the trues only. f 6-07-05 7-09-09 6-04-02 6-04-02 7-07-14 7-00 12 12 coo M-426 a4.00 M-5x8(8) 64 M-5x8(S) 0. 1 . 0.25� „��ww 5„ M-3x6 ✓ / o0, 1•• 30" �� M-9x6 M-1.5x3 30" / -1.Sx3 « �o 1 6-0-0 M-7x8 M-3x4 04 sn T 25„F 'I M-3x4 M-5x8 jn O 1 PR OpeM-sxe(s) ��CC`` U S 4 q(M 5xB) .`GSF / BROKEN SECTION M-5x (S) .[ ' /g ''P y .1, y y y y 8-01-13 8-04-13 8-04-13 8-04-13 8-04-13j 1)-09. 89200PE r'' 41-09 JOB NAME: J-2755 STONE BRIDGE - C2 Bcale: 9.1353 Truss: C2 mar,General Notes 6,�4W, 91. OREGON , Iv, m.e"�. M eq 20� P+ M 9we. /6 y 14 01.11140. .o` ; DATE: 4/3/2020 sw ,png requiredn no..,.. SEQ.: K7587824 v...meee,(e ee ym a•'•cwct-.contractor MFRR1�-�- batmen are complete and at no time ebould han TRANS ID: LINK demon loads be applied to am componentes neceessssarya eocuaeon, ,a.hownSt ern o, o f RENEWALDATE:12-31-2021. _ 1146r.nam teas endwec6..m.ecanm, April3,2020 elt USA,Inc Software 7.6.611L1-E"Pout P Ibpda whole see of plate in inches MIT no rat cask connect,plat.des, :.....[.R.1311.60R.1066 HC.M i ( t t t • • • • • • This design prepared from computer input by JP LUBBER SPECIFICATIONS TRUSS SPAN 41'- 9.0" IBC 2015 MAX MEMBER FORCES 4NR/DDF/Cq•1.00 TC: 2x4 ROOF 814BTR LOAD DURATION INCREASE-1.15 1-2.1 -494) 317 1-9.1-7771 3707 1-2.(-3603) 672 12-6.1 -178) 185 BC: 2x4 RDDP BILBTR SPACED 24.0.O.C. 2-3.(-3934) 903 9-10.1-626) 3360 2-9.1 -125) 187 6-7.1-3638) 664 WEBS: 2x4 MOP STAND 3-4.1-3341) 021 10-11.1-435) 2466 9-3.1 -44) 435 LOADING 4-5.1-3333) 824 11-12.1-6561 3359 3-10.1 -781) 297 TC LATERAL SUPPORT..12"0C.UON. LL(25.0)•DLI 7.0) ON TOP CHORD 32.0 PSF 5-6.1-39921 885 12-7.1.773) 3786 10-4.1 -202) 1197 SC LATERAL SUPPORT..12.0C.UON. DL ON BOTTOM CHORD- 10.0 PSF 6-7.1 -5901 237 4-11.1 -2091 1211 TOTAL LOAD- 42.0 PSF 7-9.1 01 36 11-5.1 -7951 303 OVERHANGS: 0.0 12.0" 5-12.1 -77) 513 Snow:ASCE 7-10, 25 PSF Roof SnowIPE) Cs.1, Ce.1, Ct•1.1, I.1 BEARING MAX OERT MAX HORS ERG REQUIRED ERG AREA ••For hanger specs. -See approved plane LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) • BOTTOM CHORD CHECKED POR A 20 PSF LIMITED STORAGE -209/ 1866V -81/ 76H 5.50" 2.99 RDDF ( 625) LIVE LOAD AT LOCATIONIS) SPECIFIED BY IBC 2015. 41'- 9.0" -209/ 1923V 0/ 0H 5.50" 3.08 RUDE 1 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. ICOND, 2: Design checked(Or net(-5 Ref) uplift at 24 "oc abasing. • VERTICAL DEFLECTION LIMITS:LL.L/240,TL.L/160 MAX LL DEFL. -0.296"• 24'-11.4" Allowed. 2.042" MAX TL DEFL. -0.491"• 24'-11.4" Allowed- 1.722" REPAIR:VERTICAL BREAK IN BOTTOM CHORD AS SHOWN. MAX LL DEFL• -0 "a 42'- 9.0" Allowed. 0.1 MAX TL DEFL• 003"• 42- 9.0 Allowed. 0.10033" " SEASONED LUMBER IN DRY SERVICE CONDITIONS APPLY2X4X12'DFNO.IBBTR SCAB TO ONE FACE OF TRUSS MAX RORIE.LL DEFL. 0.161.0 41.- 3.5. CENTERED ON BREAK,ATTACH WITH(0.131"X3")NAILS IN 2 ROWS MA%NORIE.TL DEFL 0.161"• 1'- 3.5" SPACED 81 2'O.C.USE 2"MEMBER END DISTANCE. Design conforms to main windforce-resisting system and component.and cladding criteria. Wind: 120 mph, h.12.1ft, TCDL.4.2,BCDL.6.0, ASCE 7-10, (All Heights), enclosed, Cat.). Exp.B, MNFRS(Dir), load duration factbr•1.6, Trues 20-09 21-00 in the dplans e f of the wtrues only. 6-07-05 7-09-09 6-04-02 6-04-02 '1 7-07-14 'c 7-00 12 12 4.00 C' M-4x6 d4.o0 M-5x8(S) 44 M-5xR(SI 0.25. 0„ 0.25" M-3x6 M-9x6 M-1.5X3 VERTICAL BREAK 112 1••M-7x8 M-3x9 0.25" 0.251 M-3x4 M-5x8 M-5x8(SI M-5x • (8(S) )' j �•���:,PR opti 8-01.13 8-04-13 8-04-13 8-04-13 8-04-13 j y ff-OJ NGINF4. //I 41.09 1-00 9200P JOB NAME: J-2755 STONE BRIDGE - C2 - Scale: 0.1584 WARNING, GENERAL NOTES. tin..ottervese noted • • I.BuNler and ere.on contractor should he advised of al General Notes 1 This Moron is beeett Ntly upon the parameters shown and a,for m Truss: C2 we individual 2.4 compassion wee tramp must be m OREGON �, is M of the erector Additional Ty of during construction p.by �lQ`' 20\ +\ DATE: 4/3/2020 m of the builds,designer 3.Impact bridging or 10.1 bracing ingw welch...ere 1 D+..xleq. / 1'Q SEQ.: K7587824 fasteners are complete and at no time should any loads 9..a,m.n responsibility •no„c0„vwee„.wnm+M FRRILA-0P TRANS ID: LINK design loads be app.to any component 0 Design assumes full bearing at all e„w=,a Mown.Shama wedge response.,m,me Imbrication.handling, °e„ma mal005 aset Me" P.Castle Indlek•see of plots in inches ;,,sae,„m.B. RENEWAL DATE:1231 2021 CFIONOOin�'opesof hah0h6.mmah.6„ao 1, April 3,2020 MITak USA.IncjComouTna Software 7.8 8/1L1-E eS 10.So,ease connecto o+ eae ones see EAR.:3::,ESN.1966(Mitre•) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property MIZE4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. illbkh. 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 BCSI. O-1116 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. O � O \\111111111A1 O 3. Neverkexceed the design loading shown and never stack materials on inadequately braced trusses. H O 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 For 4 x 2 orientation,locate I— designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0- 'rie'from outside 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. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width 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 respects,equal to or better than that e 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 be sheathed or puffins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. *MO reaction section indicates joint Elor111 ill Ell number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIMI all ►=� Gt Use of 18. 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 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, M lielk° 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.10/03/2015 DSO4000 Transaction Entry PACIFIC LUMBER CO. Date 04/06/20 Rev14 . 0 . 50 Port 5440 02 TRUSS 8019 . 801 STONE BRIDGE HOMES NW Ply 3 4230 GALESWOOD Cls 3 HOMEBUILDER Smn 203 JIM ANDREW * LAKE OSWEGO Tms 15 2 1/2% 20TH Due : 05/20/20 97035 5033877577 Bid 7420 . 000 Exp Date : 73020 Ship To: JOB 2755 PLAN 403 Type Regular 11349 SW ELLSON LN TIGARD, OR ** MSG ** PAYS ON 20TH OF MONTH O=Options (Silent) (F16) F=Open Orders (F7 ) No G=Open Quotes ( F8 ) No H=Open Temp Quotes (F9) No <Ent>=Continue <Esc>=Wrong Customer