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Home My WebLink AboutPermit Building 2019-11-26OREGON Web Address: www.springfield-or. gov Building permit Residential Structural Permit lYumber: 8t 1-19-OO2661-STR IVR Number: 811070033577 City of Springfield Development and public Works 225 Fifth Street Springfietd, OR 97477 54L_726_3753 tb Email Address : permitcenter@springfield-or.9ov Permit Issued: November 26, 21lg Category of Construction: Single Family Dwelling Submitted Job Value: g2,OOO.OO Description of Work: Replace 4 trusses due to fire damage Type of Work: Replacement JOB SITE INFORMATION Worksite Address 6616 E ST Springfield, OR 97478 Parcel 170234 14038 13 Owner: Address ENGLAND DANIEL W & DENISE M 6616 N E ST SPRINGFIELD , OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name WILLAMETTE VALLEY RESTORATION INC - Primary License ccB License Number 118870 Phone 541-485-0575 PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing Inspection Group Struct Res Struct Res Inspection Status Pending Pending SCHEDULIilG INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811070033577 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied wath whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O, You may obtain copies of the rules by calling the Center at (503) 232-L947, All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), ORS 479'540 (Electrical), and ORS 693.O1O-O20 (Plumbing). printed on: 11/26119 page 1 of 2 ci\myReports/reports//production/01 STANDARD TYPE OF WORK Page 2 of 2 Permit Number: 811-19-O02661-STR Fee DescriPtion Technology Fee Structural building Permit fee State of Oregon Surcharge - Bldg (l2o/o of applicable fees) Printed on: 71,/26/19 Quantity Total Fees: Fee Amount $s.10 $102.00 $r2.24 $ 1 19.34 Page 2 of 2 C : \myReports/reports//prcduction/0 1 STAN DARD PERMIT FEES SPRINGFIEI.D ,b 0REG0r,l wlrvw. sprin gf ield-or. gov Woksite address: 6616 E ST, Springfield, OR 97478 Parcel. 170234140381 3 Transaction Receipt 811-19402661-STR IVR Number: 81 1070033577 Receipt Number: 473128 Receipt Date: 11/26/19 City of Springfietd Development and Public Works 225 Fifth Street Springfield, OR 97477 547-726-3753 perm itcenter@spri ngfi eld-or. gov Paid amount $102.00 $12.24 $5.10 Payment Amount:$1 19.34 Transaction Units date 11126119 1.00 Ea Method: Credit card 11126119 1.00 Ea 11t26rlg 1.OO Automatic Technology Fee Description Structural building Permit fee State of Oregon Surcharge - Bldg ('l2olo of aPPlicable fees) Payer: WILLAMETTE Fees Paid Account code 224-00000 -425602- 1 030 821 -00000-21 5004-0000 204-00000-425605-0000 Fee amount $102.00 $12.24 $5.10 Payment Cashier: Katrina Anderson VALLEY Receipt Total:$r 19.34 Printed: 11/26/19 1:19 Pm Page 1 of 1 F I N-TransactionReceiPt-Pr I Crry or OREGON Structural Permit Application 225 Fifth Street o Springfield, OR97477.PH(s4t)726_3 753. FAX(54t)7ze_tegs This permit is issued under OAR 9lg_460_0030. le Permits expire if work is not started withinsuspended for lg0 days. 180 days ofissuance if IS 6rr ?. tstut a?c 72S DEP ARTM ENT USE YONL noPermit 4I Date: LOCAL GOVERNMENT APPROVAL hasproject final land-use approval. Date:This project has DEQ approval. Date: I Yes ENoZoningapproval verified: fl NoiswithinPropertyfloodplain:Yes CONSTRUCTIONCATEGORYOF Residential fl Govemment Commercial JOB SITE INFORMA TION LOCA TION Job site address:>r State: frC ZIP: Subdivision:Lot no. Reference:Taxlot: PROPERry OWNER Name: b EsrAddress: cl State:ZIP:t Phone:z-s g Fax: E-mail: or Owner's agent authorizing this application: Sign here Building Owner This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exernpt from licensing requirements under ORS 701.010. tr CONTRACTOR INSTALLATION Business name:€_a Address:-z3L L\) City:State:C ZIP: 7 12.50-t it * r (:I)ura-E-mail tl CCB license no.:70 Print name:L\ Signature FEE SCHEDULE I valuation information (a) Job description: Occupancy Construction type: fl additionnew lalteration Square feet: Cost per square foot: Other information Type of Heat: Energy Path: nuo $ $ s $ $ $ (b )permit?esY (a) Permit fee (use valuation table Reinspection ($ (number ofhours per hour): x fee per hour) (.12 xl2a+2b+2c l) (e) Subtotal of fees above (2a through 2d): Total valuation 2.fees fee to [2a]): (c) (d)Enter l2Yo 3. Plan review fees (a) Plan review (650% x fee [2a]):$ fee [2a])(b) Fire and life safety (65% x $ (c) Subtotal offees above (3a and 3b ):$ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]):$ (b) Tech fee,5Yo (.05 x permit fee[2a]+pR fee [3c])$ tr'OTAL fees and surcharges (2e+3c+4a+b):, llcl. 1\ SUB.CONTRACTOR INFORMATION Name CCB License #Phone Electricel Plumbing Mechanical Last edrted 5-5-2019 BJones -\ ,/o(flr I This AND t-ile k- MiTek USA, lnc. MiTek USA, lnc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 91 6-755-3571Re:1947-19 Willamette Valley Restoration The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervisionbased on the parameters provided by Relco Roof. Pages or sheets covered by this seal: R593g476g thru R593g476g My license renewal date for the state of Oregon is June 30,2021. 87022PE September 4,2019 Hemandez, Marcos 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.9., 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. po==- 1947_19 Re/co and Flou,lnc, J d1 LOAOING (psoTCLL 25.0TCDL 7.OBCLL O.OBCDL 10.0 LUIUBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2\A/EBS 2X4 DF NO.2 6-8.0s 11 R593A4768 | S@le = 1:49.7 4x6 4 4.0o i.t2 18'17 1.5x4 \ 3_1.5x4 /z 2 16 3x6 619 9 sx6 = ,Ii'd 3x4 - in (loc) -0.22 9-12 -0.47 9-120.07 6 3x6 26-0-0 DEFL. Vert(LL) Vert(CT) Horz(CT) BRACING- TOP CHORD BOT CHORD l/defl >999 >668 nla Ud 240 '180 nla PLATES MT2O GRIP ?20t195 REACTIONS. (tb/size) Z=12S2,(.-3-a,6=12s2tO_3-O Max Hotz 2=a4(LC i2l Max Uptift 2=-1S6(LC B), 6=_156(LC 9) FORC^ES _ (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2531 t 412, 3-4:2 1 05/333, l_S=_z ioslsss, + 6=_2531 t 4 1 2BOT CHORD 2-9=-312t2368,8-9:i6711610, G.8=-334/2368VVEBS 3-9=-S52l.t61,4-9:62t580,4-8=-6?580,5_B:Ss2t16.l NOTES. 'l) Unbalanced roof live loads have been considered for thls design. 2) YE.:!SCE 7-10; Vult=l2omph (3-second gust) Vasd=9smpli; TCDL=4.2psf; BCDL=3.opsf; h=25ft; car. il; Exp B; Enctosed;Ml/vFRS (envelope) and c-c Exterio(2) -2-Go to o-&0, tnr;io(1) 0-6-0 ro 1io-o, Elderio(2) I a-o-o ro r+oo, tnrerior(l) .16-Go ro28-G0 zone; cantilever lefl and right exposed ; end vertical left and right exposed;c-C for members and forces & MVIFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 1o.o psi bottom chord live load nonconcurrenl wilh any other live loads.4) ' T-hjs truss has been designed for a live load of 2o.opsf on the bottom chord in all areas where a rectangle +Go tall by 2-Go widewill fil between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capabte of withstanding 1oo tb uptin at ioint(s) except (jt=tb)2=156,6=156. Structural wood sheathing direcfly applied or 3_$2 oc purlins. Rigid ceiling direclly apptied or .10-G0 oc bracing. OHEGON Weight: 104 lb FT = ZO%o A SPllE9: u613912021 SeptemDer 4,2019 SPAC|NG- 2_O_O Plate crip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr yES Code lRC2015/Tpt2014 csr. TC BC WB Matrix-MS 0.48 0.77 o.14 ufliMiTek MiTekUSA, lnc. 4OO Sunnse Sute 270 N0IES SNTI{IS AND IHCLUDEDMITEK REFERENCE PAGE Mtl.?413 rev.10103,2015 BEFoRE us€.\umr,uHr. Butldt'ng comqonenl Numbering $ystem JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWSE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. ESR-131 1, ESR-1 352, ESR1988 ER-3907, ESR-2362, ESR-.1 397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless othenryise shown. Lumber design values are in accordance with ANSI/Tpl 1 section 6.3 These truss designs rely on lumber values established by others. A2U2 MiTek@All Rights Reserved WEBS c o d.oI(J (LoF odo-() (LoF 64-8 4 CHORDS 8 7 b 5 J dimensions shown in ft-in-sixteenthr (Drawings not to scale) 2 TOP CHORDS PRODUCT CODE APPROVALS ICC-ES Reports: , Syrnbols PLATE LOCATION AND ORIENTATION A , Genrcral gatety Notes Failure to Follow Could Cause Property Damage or Persoral ln;r'ry 1 Center plate on joint unless x, y offsets are indicated. Dimensions are in fi-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x2 orientation, locate Plates 0- ',,6" from outside edge of truss. 0-1 k. 1. Additi^nal stahility bracilg for trrss system, ^.g,diagJr.a: or:(. J.3cing, i- -h/ays,equired. SJe BCS,. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require Jraci',9, or altema"vd Toi 'bracing should be considered. 3. Never excJeo the design loauing shciln and nei,er stack matenals on inadequateli braccd trusses. 4. Provide copies ofthis truss design to the building designer, erection supervisor, property owner and all other inlerested parlies. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI L 7. Design assumes trusses will be suitably protected from the environment in acmrd with ANSlffPl 'l. 8. Unless otheMise noted, moisture content of lumber shall not exceed 19olo at time of fabri€tion. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to Gmber for dead load deflection. I 1. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 1 2. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. '13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at l0 ft. spacing, or less, if no ceiling is installed, unless otheMise noted. 1 5. Connections not shown are the responsibility of others, 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. . :l?fi,:?:1'lTr*T$avairabre in Mirek 20/20 PLATE SlzE 4 x 4 l[:fH::'.fl:$',;$:"1,:3Jil: to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION lndicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracinoif indicated. BEARING This symbol indicates the required direction of slots in connector plates. lndicates location where bearings(supports) occur. lcons vary buireaction section indicates joint number where bearinqs occur.Min size shown is forirushing only lndustry ANSI/TPI DSB-89: BCSI: Standards: MiTek Engineering Reference Sheet: Mll-7473 rev. 10t03t2015 2 1 16. Do not cut or alter truss member or plate without prior approval of an engineer. 1 7. lnstall and load vertically unless indicated otherwise. 1 8. Use of green or treated lumber may pose Jnacceptable environmental, health or performance risks. Consult with pro.iecl engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing piclures alone is not sufficient.