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HomeMy WebLinkAboutPermit Building 2014-5-16 SPRINGFIELD • 225 Fifth St IV , CITY OF SPRINGFIELD Springfield,OR 97477 .O EGON Phone: 541-726-3753 Building / Residential Permit Inspection Phone: 541-726-3769 Fax: 541-726-3676 PERMIT NO: 811-SPR2014-01077 www.springfield-or.gov permitcenter@springfield-or.gov PROJECT STATUS: Issued ISSUED: 05/16/2014 EXPIRES: 11/11/2014 STATUS DATE: 05/16/2014 APPLIED: 05/16/2014 SITE ADDRESS: 4878 E ST,Springfield,OR 97478 SCOPE: Bathroom ASSESOR'S PARCEL NO: 1702332301405 TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Bathroom addition-132 SF OWNER: HENRY JOHNNY D Phone Number: ADDRESS: 4878 E ST SPRINGFIELD OR 97478 CONTRACTOR INFORMATION Contractor Type Contractor Name Lic Type Lic No Lic Exp Phone Mechanical Contractor MARSHALLS INC CCB 25790 12/23/2015 541-747-7445 General Contractor KELLY M KING CCB 65401 04/27/2015 541-520.1922 INSPECTIONS REQUIRED Inspections 1110 Footing Footing: After trenches are excavated. 1120 Foundation • Foundation: After forms are erected but prior to concrete placement. 1220 Underfloor framing 1260 Framing Framing Inspection: Prior to cover and after all rough in inspections have been approved. 1410 underfloor insulation ATTENTION: Oregon law requires you to .,, Tbo •p to,';c.Y rt :�, aduptea by the Oregon Utility 1420 InsWafr a or Barrier Notification Center Thnc g 1430 Insui i�r `'dR SHALL EXPIRE ir 41va.1all�n on: Prior to cover. in OAR 952-001-0010 through OAR 952 001- 1440 Insulation IZCD UNDER THIS PE Insulation: Prior to cover. ©00• q°O?flay obtain copies of the rules by � ) OR IS ABANDDNE[F�D� calling the center (nln+e• th 1530 Exterior1 he PERIOD. number for the Oregon Utility NJ Notification 1999 Final Building Final Building: After all required inspections have beenerequested-�no az_)�`e�)and 9 9 q P Q PPS the building is complete. 1 By signature, I state and agree,that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State or Oregon pertaining to the work described herein,and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time,that each address is readable from the street, that the permit card is located at -- ront of the prop-•t, and the approved set of plans will remain on the site at all times during • constr ..aL/A SS/ 5/1A7?-‘3171 Owner - ontractor Signa e S Date • Springfield Building Permit 5/16/2014 6:40:02AM Page 1 of 1 • • SPRINGFIELD CITY OF SPRINGFIELD ,H.,:1; TRANSACTION RECEIPT 225 Filth St Springfeld,OR97477 OREGON 541-726-3753• 811-SPR2014-01077 • www.spring9eldac goy 4878 E ST permitcentera@spnnggeld-or.gov RECEIPT NO: 2014001075 RECORD NO: 811 SPR2014-01077 DATE:05/16/2014 1o7 '1ca tgill n k 'a1 T` U' a ACCOUNTiCODErr • NS.CODE 3:, ,r .-"(AMOUNTRo Residential Fire(05 Per Sq Foot) 100-00000-424005 9111 6.60 SDC: Improvement Cost-Local Wastewater 443-00000-448025 1184 487.48 SDC: Improvement Cost-Storm Drainage 440-00000-448028 1176 48.18 SDC: Reimbursement Cost- Local Wastewater 442-00000-448024 1183 998.76 SDC: Reimbursement Cast-Storm Drainage 441-00000-448029 1177 33.13 SDC:Total Sewer Administration Fee 719-00000-426604 1175 74.31 SDC:Total Storm Administration Fee 719-00000-426604 1180 4.07 State of Oregon Surcharge(12%of applicable fees) 821-00000-215004 1099 29.43 Structural Building Permit Fee 224-00000-425602 1002 245.21 Technology fee(5%of permit total) 100-00000-425605 2099 12.26 TOTAL DUE: 1,939.43 MPAY,MENTriTeYPE PAYOR_. cFSHiFR:;cCARP.ENI .COMMENTS QMOUNT,!PAID Check KELLY M KING 1,939.43 3440 TOTAL PAID: 1,939.43 Structural Permit Application SPwr+GF1EU) RtrDEEPARTMENT USE oN „ • CITY OF SPRINGFIELD,OREGON ` 3; Permit no 225 Fifth Street♦Springfield,OR 97477 4 PH(541)726-3753♦FAX(541)726-3689 - OREGON'I's' - (0 77 _ Date: 77o///4,,, This permit is issued under OAR 918-460-0030.Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. :?r` '":•aLOCaOVERNMENaOVAL,M*a:. r:; �,,; ,�-.�Ya.,_±a -FEE,tSCHEDULE �„, :zit:.,,, This project has final land-use approval. 1--,V,_al ahon nfor."mat o`r�`sr*� r- .t;r')rr"` ,'..4 P'l tri Signature: Date: g� (a)Job description: `eyh-fleyoy �n i y./ This project has DEQ approval. Occupancy ✓/3c�, ". Signature: Date: - �`� Zoning approval verified: ❑Yes ❑No , ' Construction type: Property is within flood plain: ❑Yes ❑No Square feet: ` a ' 'CATEGORY OF CONSTRUCTION 'fit£ '`' Cost per square foot: }Residential ❑Government ❑Commercial Other information: C 17 '56BrSITE-XIINE0-14 ATIONI7gN illeil TIO I `+ Type of Heat: Job site address: 4/F3'g e 54. �) Energy Path:. City �h�,gA‘e I State: Qe, ZJP9747Z5 ❑new ❑alteration .�dddition Subdivision: V Lot no.: (b)Foundation-only permit? ❑Yes El.-No Reference: Taxlot: Total valuation: $/ithe d"u` atril‘. : -1';':i -.;::.PROPERTY OWNER°' ,cs tt. 1L•G4`a`. z:, Bu gffMatc,;`+''.'IL 77 .,^'...' ,; .c ,.' `f,?,"mil. Name: TQiw 1.1.€of r4 (a)Permit fee(use valuation table): S 2 Y I at- Address: yc3-re e (b)Investigative fee(equal to[2a]): $ City: 5(3 t1t p 4 State: 0* Z1P:g7t 7 (c)Reinspection(S per hour): $ Phone:n/-� j ' g) Fax: - - (number of hours x fee per hour) E-mail: 11€&ty 3d y3 J 9 L61Y1 (d)Enter l2%surcharge(.12 x[2a+26+2c]): $ �y 4 (e)Subtotal of fees above(2a through 2d): $ Building Owner or Owner's agent authorizing this application: 3 9 wrnniw fee elxar a^ t", (a)Plan review(65%x permit fee[2a]): $ Sign here: (b)Fire and life safety(40%x permit fee[2a]): $ ❑This installation is being made on residential or farm property owned by (c)Subtotal of fees above(3a and 3b): $ me or a member of my immediate family,and is exempt from licensing a4 sse nneofe „ s „.s? 01 p11KP: requirements under ORS 701.010. 1% �, �. s:rt,a 3 (a)Seismic fee, 1%(.01 x permit fee[2a]): $ y3 �rxCONTRACTOR INSTALLATION .7" See- .lia (b)Technolo fee,5%(.05 x ermit fee 2a $ O gy ( P fee[2a]): /2 ?- .6- name: A'//y/ T ,ii I d e CS - �-t �/D vz- /� TOTAL fees and surcharges(2e+3c+4a+46): $ i� Address:4 g lu talcs- - D c-, - - ___ city-..s?its . p/ State:0 e- ZIPFz177 . PhonejW/j-/q2Z Fax: - - E-m K ail: if it-9r-Ai JJ k ts-fi:t ) R.Lo ). C O P I . CCB license no.: (6S4 Q� Print tw �C Signature: �n _ ,I SUB CONTRACTOR-=fNFORMATIONe ", 2.71Ba°' Name CCB License it Phone Number Electrical 2d 7 • cw 5 E[cc ID iC /&I°.132 5'- 12 Plumbing e_45 14.-8 itgPeo W/-5o'-2goC 5/Y - /O7y Mechanical 14(1C0- 11S1 f S , jjr y 9/l-757-7ygr 5/t/" [6 27 0 0 .I, Garage Existing SFR 3 Bedroom I Bathroom '1' 0 0 ; 6' 0 Proposed Addition - North p Existing water 8 sewer line E St 60' Orr .I Plot plan 1116'51' 4878 E st.Springfield OR 97478 KMK Builders 541-520-1922 CCB#65401 i' 9' 1" 1 K 2'5 1/2'91 24, o° E 2316 Tiff- / \ 1 I ID new 5-0X3-6 window 1 / s� Co\' HTT16(f 5-0 yI'} s 2' 6° New addition '� shower O s 2-0X3-6 sh - "v 80 cfm fan w/light N Demo existing wall ?M-1-Svc 4) remove existing window; New carpet Existing bedroom a Existing bedroom Install new 5-0X3-6 window • (V ..N, / existing bi-fold doors Ima mon\insman • North Existing bath 0 Exisiting 1100 sq. ft. home I( 24'0" A Floor Plan Henry addition 1 14"=1' 4878 E st. Springfield OR.97477 KMK Builders ccb#65401 541-520-1922 Come R o: ,. o i.cr. i 51 b, Fel+ PrtatclA ��1 �T1NQ ccs:ve�1 Tresses 2(11/0-6, -4a6�+ -32 s ia4b- I „ j ,Ylakck FYis - % Ce n; Ei 1 I -F /2 'DrYAa I 1 APPr61 g, f-2) sw∎04;o iJ so 4L&o f IS ��Sulck o � BLS#? Ecs+ oolic 2X6 161'0 ,C, cod+k wail RcP+&Acit`‘ C2 Yell s4KA c I6'0, C , .4.s-1-e,wet-halls psR /JCiroS5 Seec ;o✓ Y2'1- I1 F�+ Km IC I'LL; 1c!e vs 54i- 526 -1922 cca*654oI 3o l4s try7 6' O. C, 1 Vic n()ectelme:3/4, T (g i3 32 "o. c. \\61' foauckcaic4) (-Jag R-3c, t)scLIa�-�o✓ X 16" 100+i C-- g••X2 y -p 6 rn t . 1 kxseeQ g' p `C, _ \ Attach to existing foundation w/3 #4 rebar SSTB1 • N o Eo Pressure treated 2X6 attach with 1/2"X10"j-bolts IP \/ Existing residence 8"X8" p. •s Pressure treated 2X8 2tCe o attached with 1/2"X5" redheads v N co \ 4X8 beam cut crawl hole access 18"X24" min. 3a"O.C. into existing foundation Foundation plan?i -1' \L 4878 E st. Springfield OR. 97478 K 5' 6 16"X8" footing KMK Builders 541-520-1922 CCB#65401 6" foundation wall Page 1 of 2 Job Truss Tess TW• fly PIS Kra Bidders(22320)15 22320 P A FINK 3 1 Job Reference(optional) The Trues C0J TrICamty That WA OR.TSE 7.510 s Jan 20 2014 M"T Y Industries,Inc_Wed May 14 12:20:53 2014 Page l ID'n&.Bar_LaRn$rS74AMKLLZJ1ON?-9BMSElOV7LW269OW 9Ybe53JSEysNyLJM?Jhlsz0Z7e -2pp 6g.1 12-0 17511 N09 1 26-04 1 1 2-60 I 644 5512 I 5541 I 665 2be Sale=1:45.1 444= 4 'i4.00 12 1.5x4 J � • 1.5x4 S> 3 5 2 a ill ��� :v �6 7 ]h y-y 10 9 0 a-a 3x5= 1s4= 34= 3s4= 3x5= 666 I 1538 I 2M0 1 66.6 6-7-3 657 Plate Offsets(MY):12:0-2-2,Edpe].f6:0-2-2,Edre1 LOADINGgist) SPACING 2-0-0 CSI OEFL F (lac) Ifded L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.39 Vert(LL) -616 8-10 =999 360 MT20 1851148 TCDL 8.0 Lumber Increase 1.15 BC (152 Vert(TL) -0.30 8-10 x945 240 8CLL 0.0 ' Rep Stress Ina YES W9 0.30 Horz(1L) 0.08 6 nfa Na BCOL 7.0 Code IRC2012/TP12007 (Matrix-Id) Weight 81 b FT=8% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Sensaval wend sheathing'redly applied o 3-8-0 oc pubis BOT CHORD 2144 HF No.2 BOT CHORD Rigid cats;dkethy appled or 93.4 oc!cadlg. WEBS 2x4 HF/SPF Stud/Sid laTek redeem a de that Smbdizere and required ores tracing be installed during lea n81.in accordance Mh Subiber InstalalaI guide. REACTIONS (Ibha) 2=1092N5-8 frown.0-1-13),6=1092/658 (mow 0-1-13) Max Hong-730X 13) Max Upl111=261(LC 4),6=261(LC 5) FORCES Ob)-Max Comp./Max.Ten.-AO faces 250(6)m less except when shown. TOP CHORD 2-3=2114/410,3-4=1803/334,4-5=1603f335,S4=-21141411 BOT CHORD 2-10=370/1950,9-10=-170/1343,8.9=170/1343,6-8=-306/1950 WEBS 3-10 29/198,4-1(>97/507,4-6=98/507,5d'-429/198 NOTES 1)Unbalanced rad lire bads have been considered fm this design. 2)Wend:ASCE 7-10;Vu1F126nph(3—second gust)V(IRC2012)=100rph;TCD1=4.tps1;BUM t4 i;h=29L Ca It Em It enclosed;MWFRS(ww e)gable end zone;cantilever left and right exposed:end vertical SI and right emceed:Union DOL=1 b0 Mate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord Ave bad non conamem with any other Ave bads 4)'This buss has been designed for a Ave bad at 20.0ps1 en the bottom chord in al areas where a rectangle 360 tall by 2-0-0 wide wit M between the bottom chord and any other members. 5)Provide mechanical connection(by ethers/of Bins to Mang Pia,caps le et wThadm3 1006 uPIM at pkd(s)exceyd Qt4b)2--261,6=261. 6)This truss is designed in acccedmce with the 2012 International Residential Code sesame 8502.11.1 and 8802.102 and referenced standard ANSIRPI I. 7)SemMgid padlmaks with fixed heels*Member as forty model was used in Vs analytic and design of 8e erns LOAD CASES)Standard HOff4�; Q;t- N Fc �ilii A `:??PE i - 0,PEC40;d 5/14/14 I EXPIRATION DATE: 12/31/14 Digitally signed by:Terry L.PovM,P.E. I WARNING!-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Milek connectors.This design is basal only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to inane stability during constluttion is the Page 2 of 2 Job Ines Truss Type ON Hy I<MX Bidders(22320)MS 22320 P AGE GABLE 1 1 . Jab Reference Captioned) The Truss Co.)Tri-Canty Truss,WA,OR TSE 7.510 s Jan 202014 5ETek IManes,Inc.Wed May 14 1220:54 2014 Page 1 ID;rell13W {aRmpcIF7.11AMKc tHON?-dNWERSP)(ulk44Gkb3I3gabWZe056TZ5b12EgJZGZ7d 1 14 I I'0- I 122au 2-00-0 ! Sale=1:45.1 454= 9 10 e 4.00 12 iS1INks1617 d 2 in <:Y.:N:.^f..Y..::f^IDFix:...cryi:;?sk"M;:x+L1�:.ux: :::R::F'3.:.3x?'kG:i%K:n"?.75::1;#1.`T.i:.YLK:i`::.'".••.••^..:Y;<:i3::Fxs.3 cR2>r.:urn2Xd.=T.::R:Gti'ro»N:bi::4E.?:::.iiYS:GiA`»f. o o 3x5- 31 30 29 28 27 25 25 24 23 22 21 20 19 18 h5 325= 24-00 74-0-0 LOADING(ps1) SPACING 2110 CSI DER in Roc) Weil LW PLATES GRIP TCLL 25.0 Plats Increase 1.15 IC 1126 Venni.) -1102 17 it 120 51120 185148 TOOL 5.0 Limber Inaease 1,15 BC 0.07 Vert(TL) 4103 17 iW 90 BOLL 0.0 * Rep Stress bier YES VtB 0.0.5 14 e(TL) 1100 16 Ina da BCOL 7.0 Code 1RC2012RP12007 (Matrix) Weight 98b FT=8% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD moral woad shea9eig directly angled or 6-0-0 oc pudns. HOT CHORD 2x4 HF No.2 HOT CHORD Maid caring directly aged or 10-0-0 ac bracing. OTHERS 2x4 HE/SPF Stud/Std MTek recommends that Slald®rs and regdred cress bracing he installed dining buss erection.in accordance with Stabirs 4aI9alion guide- REACTIONS MI bearings 24-0-0. (Ih!- Max Herz 2=-73(1C 9) Max Upfdt Al uplift 100 lb arks at pM(s)26,27,28,29,30,31,24,22,21,20,It 18 omen(2-123(1C 4),16=132fLC 5) Max Gray Al reactions 25081 or less d jm es)25 21127.28.29,314 24,22,21,20,19 except 2--308(LC 1),16=308(1.0 1), 31=256(1C 19),11 25641C 21) FORCES (b)-Ma Cane/Max.Ten.-A9 farces 250(L)err less eater*when shown- NOTES 1)Unbalanced roof live loads have been mnsidered for this design 2)Wind:ASCE 7-10;Voir-126mph(3secu d gust)V(IRC21121=100rnpx TC014.Spsh BC01=4.2psf,11=25k Cat II;Exp B;enclosed;MWFRS(envelope)gable end Zone;cantilever left and right exposed;end wlal left and it expend;Lumber D01=1,60 plate grin 001=1.60 3) Truss designed for wind loads in the plane of the ben any. For sods exposed to wind bonnet to the foal.see Standard industry Gable End Debris as appkabk.or mnsdt qualified beldag designer as per ANSYIPI 1. 4)Al pats are 1.5x4 MT20 unless dhenwse indicated. 5)Gable requires continuous bottom chord bearng 5)Gable studs spaced at 1-4-0 oc. 7)This muss has been designed for a 10.0 gel bottom chord lye mad nawaw.rem with any ether be lead. Sy This buss has been designed(or a live bad of 20.Opsf on the bottom chord in al areas where a rectangle 3-6-0 cal by 2-0-0 wide wil fit between the bottom chord and any other members. 9)Provide mechanical nical co neuron(by others)of rains to bearing plate capable et withstanding 1000 open at jent(s)25,27,28,79.30.31,24.22,21,20 19,18 except(11=b)2=123,16=132 10)The truss is designed in accordance with the 2012 Inmrnaei Residential Code aatk s R502.1I.1 and R902.102 and nientriced standard ANSRPI 1. Ill-Semi-rigid pld breaks wall and heels'Maybe end ropy model wen used in the analysis and Ilan et this Saes LOAD CASE(S)Standard • • ,'I 9 P1Dff� tied/6(PN Fc` ,rr a ifall It Ir ortEaoo 5/14/14 EXPIRATION DATE: 12/31/14 1 Digitally signed by:Terry L.Powell,P.E. I WARNING:-VERIFY DESIGN FAILiIIETE'RS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mirak connectors.This design is based only upon parameters shown,and is Coe an individual building compoaat to be I installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. l�I. Bracing shown is for lateral Support of individual web members only. Additional temporary bracing to insure stability during construction is the ' ■■. 6 attached existing w/ 1 w/ 16d d nails o.c. 12" o.c. 4X8 eade typ. Y Enig eered russes 4" O.C. Trusses layout 31 '=1' 4878 E st' Springfield OR. 97478 ■. KMK Builders 541-520-1922 CCB#65401 attach gutter to existing/