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Home My WebLink AboutPermit Building 2019-09-16SPRINGTIELD OREGON Web Address : www.springfi eld-or.9ov Building Permit Residential Structu ral Permit Number: 81 1-19-OO2OO9-STR IVR Number: 811078595405 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 Ema il Address: permitcenter@springfield-or. gov Permit Issued: September 16,2Ot9 TYPE OF WORK Category of Construction: Single Family Dwelling Submitted Job Value: $6,092.50 Description of Work: Rebuild existing deck Type of Work: Replacement JOB SITE INFORMATION Worksite Address 885 S 73RD ST Springfield, OR 97478 Parcel t80202t204200 Owner: Address: WOODWARD MARK & SASHA 885 S 73RD ST SPRINGFIELD , OR 97478 LICEI{SED PROFESSIONAL IN FORIIIATION Business Name LACOST REMODEL LLC - Primary License ccB License Number 2L2293 Phone 541-337-1902 PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing 1O2O Zoning/Setbacks 1110 Footing Inspection Group Struct Res Struct Res Struct Res Struct Res Inspection Status Pending Pending Pending Pending SCHEDULING 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: 811078595405 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work ls not started withln 18O 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 ordanances goveming this type of work will be complaed with whether specafied 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 obtaan copies of the rules by calling the Center at (503) 232-L987. 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.o10-O2O (Plumbing) Printed on: 9/16/19 Page 1 of 2 c :\myReports/reports//production/0 1 STAN DARD t$ Permit Number: 81 1-19-OO2009-STR Page 2 of 2 Fee Description Technology Fee Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (t2o/o of applicable fees) Printed on: 9/16/19 Quantity Total Fees: Fee Amount $13.82 $167.50 $108.88 $20.10 $3 10.30 Page 2 ol 2 C:\myReports/reports//production/01 STANDARD PERMIT FEES SPRINGFIELD 'bOREGON www. springfield-or. gov Worksite address: 885 S 73RD ST, Springfield, OR 97478 Parcel: 1802021204200 Transaction Receipt 81 t-19-002009-STR Receipt Number: 472402 Receipt Date: 9/16/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@spri n gfield-or. gov Fees Paid Transaction date 9t16t19 9t16t19 9116t19 Units 1.00 Ea '1.00 Ea 1.00 Automatic Technology Fee Description Structural building permit fee State of Oregon Surcharge - Bldg (2% of applicable fees) Account code 224-00000-425602- 1 030 82 1 -00000-2 1 5004-0000 I 00-00000-425605-0000 Fee amount $167.50 $20.1 0 $13.82 Paid amount $167.50 $20.10 $13.82 Payment Method:Credit card authorization: 08291 5 Payer: LACOST REMODEL LLC Payment Amount:$201.42 Cashier: Katrina Anderson Receipt Total $201.42 Printed: 9/16/19 8:29 am Page 1 of 1 Fl N_TransactionReceipt_pr ti Crrv or SpRtNcFrELD, oREGoN Structural Permit Application ru,ffi225 Fifth Street . Springfield,OP.97477 . PH(54'l\126-3753 . FAX(541)726-3689 'I'his permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. FEE SCHEDULE 1. Valuation information (a) Job description: hr,., i Ir\ i-fe O")ecK Occupancy Construction type: Square feet: Cost per square foot:oa Other information: Type of Heat: Energy Path ! new lalteration ! addition (b) Foundation-only permit? n Yes E No Total valuation:sA r:q2 2. Building fees (a) Permit fee (use valuation table)$ (b) Investigative fee (equal to [2a]):$ (c) Reinspection ($ per hour): (number ofhours x fee per hour)$ (d) Enter 1 2oZ surcharge (.12 x l2a+2b+2c)):$ (e) Subtotal of fees above (2a through 2d)$ 3. Plan review fees (a) Plan review (65% x permit fee [2a))$ (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal of fees above (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, l%o (.01 x permit fee [2a]):$ (b) Tech fee,5%o (.05 x pemit fee[2a]+PR fee [3c])$ I'OTAL fees and surcharges (2e+3c+4a+b):,il}.90 <e- DEPARTMENT USE ONLY t9-oozsfr *Permit no. Date:@6/zo/t= LOCAL GOVERNMENT APPROVAL This project has final land-use approval Signature:Date: This project has DEQ approval. Signature:Date: Zoning approval verified: n Yes E No Properry is within flood plain: ! Yes f] No CATEGORY OF CONSTRUCTION fil Residential ! Govemment I Commercial JOB SITE INFORMATION AND LOCATION Job site address: Citv: (nfi ^.,,\ipl(!State:zt{ilfi4 'l Subdivisrion:Lot no.: Reference:Taxlot: PROPERTY OWNER Name: /1A<H U \ Address:5 city: SOt- n, Q t p State ZIPghX Phone:t Fax: Building Owner or Owner's aggn| authorizing this application: Signhere: 'ilth J /+ ! This installation is being made on residential or farm property owned by me or a membcr of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business narne: Address: City: 9ne'ia ar{ iplA State:ffi ZIilI4?€ Phone&l - AOOSoZ OS Fax: E-rnail:c CCB licenseno.: TVZ 20\I {r, Print lame: Signature SUB-CONTRACTOR INFORMATION Name CCB License #Phone Electrical Plumbing Mechanical Last cditcd 5-5-2019 BJones ( 3S -( E-mail: AL)OCA ADDREss:aBS S %9> Srr-map arAxtor,lb-oL-OZ- 12- O*eoOPlon Review Checklisl PERMIT*' [9-oe)6-6e5 ^SAT\- a Esx a E E lll Et anll Enter data into project log Check address on plans is correct Check to see if LDAP has been issued. LDAP Permit # Read allcommentsfrom otherworkgroupsto see if anything needsto be considered duringstructural review.' Check Setbacks on Site Plan Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the plans and $o ttilfeS CoR. 9r-ri.Grlxc- ffll- Lrz' t.ltrt-En-,hrB,rrc- r".)oc t- 3 (SfeUs ,.6(G .tl.l|fT fId(cArr't €X"E!{D PABS cDc.G clFHotg X Check to see if lot is sloped or flat ll back deck meet setbacks lf a new home is being built at Mou River Heights, check the subdivision books to see if a Geo-Tech report is req Check soil5 to determine whether or not a Geotechnical evaluation should be required r-l o lf property ijon septic, check for proper setbacks from building to tank, distribution box, and leach field Make sure that property is not in Flood Hazard A affected property according to Mapspring (if it is we need 3 engineers surveys)g 6 Check that everything required to be engineered has engineering and that the stamp is current Check the truss package and make sure it matches the plans (qty of trusses, type, attachements)- lf the numbering doesn't *match but the uplift and reactions look correct it is OK. Falls under field verify *Make sure that if there is HVAC equipment in the attic, the trusses were designed to support it lf rafter framing, check spans Check to see if anything over 4000lbs is bearing down on strip footings. lf so this needs to be enlarged. eck Hold Downs, highlight hold downs for the inspector Check Foundation Venting Check for propane tanks; look for setbacks, siesmic attachments, and protection of the tank. Make notes on plans with stepped foundations how far back they need to be from the edge of the cut and the uphill cut. Check header sizes Check footing sizes Make sure that if rebar is used that it has minimum cover depths. Check energy code requirements xMake sure that insulation called out meets the energy code and if not make note of the required R value. *On additions/remodels where existing conditions come into play, see code section N1L01.3 & table N1101.2 Checktempered glazing (hazardous locations, windows in stairwell, within 24" of door, etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) ner q EI B E & w E E @ ,'w IIrIIIIrIIIIIIIIr Check to see if there is a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement. Check for mechanical equipment protection (bollards) in the garage lf DETACHED garage is being built less than 3ft to existing structure it needs to have U2 gyp board on the interior walls f Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans) Check fire/sound separation assembly on 2 family dwellings eck for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor plan) Check wall bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code heck roofing material (composition shingles, Spanish tile, metal, etc.) Check for attic access and underfloor access on plans Check beam sizes Read over all the general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set) lnclude standard attachments : Exterio r Wa I I Envelope Self-Certification Form Moisture Content Acknowledgement Form High-Efficiency Lighting Systems Oregon Residential Specialty Code (ORSC) Noise Ordinance Notice Smoke Alarm ' '. ' Ventilation Require.ments for Kitchens and Bathrooms Green Approved Ptans Cove6 Sheet (Found under "Cover" in file cabinet) Make sure that on all new square footage, that a Fire SDC is charged. . : Add all inspections and fees into Accela (including Willamalane fee and addressing fee) ir . Stampplanswiththe''ReviewedforCodeCompliance,,stamp,signtheapprovedbylineandperforate Approve Building Review line in Accela & call or email application with fees due and attach placard to jobsite set Signed electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date. r'.:'a/ r'. r , f rJjr'r'i'- .'. i i.r lir.r ". j .r-t t: &: T.: tvt Bxrl:7.) B n n E a t a j Plan check items/notes SPRINGFIELD ti OREGON www. sp ri n gfi eld-or. gov Worksite address: 885 S 73RD ST, Springfield, OR 97478 Parcel: 1802021204200 Transaction Receipt 81 1-19-002009-STR Receipt Number: 472246 Receipt Date:8/30/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 541-726-3753 permitcenter@springfield -or.9ov Fees Paid Transaction date 8/30/1 9 Units 100 Ea Description Structural plan review fee Account code 224-00000-42s602- 1 030 Fee amount $108.88 Paid amount $108.88 Payment Method:Credit card authorization: 040632 Payer: Melton LaCost Payment Amount:$108.88 Cashier: Thayne Smith Receipt Totall $108.88 Printed: 8/30/19 2:07 pm Page 'l of 'l Fl N_Tra nsactionR eceipt_pr ti t\ JN -, DO\a d,JO'o*^o*ol U-I J do P5 tA 34( o ) t^ a 0l -|-- I+ r\ r c tA N Ob r' F \ Gn (I CI t, I lrBT ii 1# ir F; fi Io z 1 \v ( {( aL 6 9- 6L Et7(t LA T \q\\_, \ 1 .w'-- aT -S-G,r-r €OtJ.trvr3 o; -fral3-ntts o\rEa\ll-'}rc \llE!^.J 2y*8 PT2X t2 Top Deck 24',X s', 9" 12"12" 18" Sirnpson Strong- Tic LUS 282 t.-. : .,:1 :, iI I ,l .jr t. Dohe f.a< EQrlg^rlN43 Ar\€ Bl-ACrr. { r.o}f rfla , <re13 f-eCc^lb' Car.r \br-t €FfArL lrE A VEC.S toL/AS- 2X8 T6p Deck 20'x5' Ls Nof u{r=9p611-. @.c,{u;+:f- o DlE?gtte!.rrrA:r€- EG.qt z . :::.: i +:rF -i:-.. ": PT2l(12 PT oot door <eL'] )e.\,.( tJ'\ be -rx6 loe'Cee'h lxcf &rv*#l outo\oor sele<f tllll.":"*.*.:: f]:;t l. il 1 j-,:.r.l l l ll .,',. -:i-, li I il t..t' t, l, t. i. f. ;r i. It l:!. i. 1, l' I i. l..r'i..-:..i---.- .151._ .'l-,-- :i:.. ir,ZXZ &,J.xoB€@ dO S'.Ote \lo'l r{,, sprce befi.:ecnttr 1lrr:' te A 4xtz--BeAnrr , lr oFF'E*RS T{Art -!6\3T- teo'or.t 6rfff f.t<' crl)1DPOF (}rH rs'tt{rs +nz B'r 4X6 PT l(?\b (:<o v ,Nl Cl IY' I Simpsou Strong- Tie CBSA'qG IsR -2Szj /5 ;tTIrTt[\1_] 4X12 PT ir :r I i1 I] lr t' I li I Lr=s<-sn- b,=-ott-- I STAGGER FASTENERS IN 2 ROWS 5', 5.5" MIN: FOR 2 X B* 6.5" MIN. FOR 2 X 10 7.5',MtN.FOR2X12 -DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5'IF LAG SCREWS ARE USED OR BOLTSPACING IS REDUCED TO THAT OF LAG SCREWS TOATTACH 2 X B LEDGERS TO 2 X 8 BAND JOISTS.2" MtN. LEDGER For SI: 1 irch = 25.4 mm. LAG SCREW OR BOLT 3/4" MtN. FTGURE R507.2.1(1) PLACEIVIENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RII\4 BOARD DECK JOIST LAG SCREWS OR BOLTS FLOOR FRAMING JOIST HANGER EXISTING FOUNDATION WALL For SI: 1 inch = 25.4 mm. FTGURE R5O7.2.1(2) PLACEII/IENT OF LAG SCREWS AND BOLTS IN BAND JOISTS TABLE R507,2.1 PLACEIVIENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS For SI: 1 inch = 25.4 mrn. a. Lagscrewsorboltsshallbestaggeredfromthetoptothebottomalongthehorizontalrunofthedeckledgeti-naccordancewitttFigureR50T.2.l(1). b. Maximum 5 inches. c. For engineered rimjoists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507 .2.1(1). N 15/a" I\4lN 5" MAX. 2" MlN. 2,,MIN. ;2' 's s'. MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledgera 2 inchesd 3/o inch 2 inchesb 15/, inchesb Band Joistc 3lailch 2 inches 2 inchesb 15/s inchesb C 6 q.J UJ H= EH EH (, tl yfr }I ht1) r-It3 i$ Ii \zl CL =d --o ZO \ ---- oo th /-. / i^l'<'-,> 3'c il u f co V) Y -O6 ra (1 </1 @ @ Y ,t, IJJ d- Y 14 J. :^q nrld CJ 3 o{Z Jo N ctr ,a .oo Fs(n : fl, i€\t' I I I I I ) dl-r L>6, L.Cv o o .1, ol C E-,e., C-e _g _B 'Y qJ qJ \-/(r(9Ltz Y28; {ErV,/ ,L)xEQ\ Nxil 1- l! trw ooG4-:o 1 J* rJ I \,x r/ -t 'a v C ,J a)tO a-,(./ *$r a/ V) oo@ o ^:-1.ihl3effq Jr$g f \r.\) QJF\DV ,C;pxtr;{1,) OCJOt; v1 c-lY G.-D f. ll+ll-/*v)? I-T {d l[ t\t \\\D \ t * $N $r 1\ \9 _0 T \, s .t-,z ) o (, $ +N r\ o t\ i I I t s) \T v lv l\-, %, l'4tN 5-1 .eeI Ule<., 3iL" Mrrr l06 " (o., 5 e Zo" S' C,, Gro"n& ( I \\ I \ 2 Done 885 S 73rd Deck.pptx \& 4X t2 PT 4X6 PT 24" Simpson Strong- Tie cBso q 6 csR-zsz3 t(' fois, sl+:u. {oF of . lvtz PI , oc., b-.ror^ o".J (.F Ce.6 ConnecteJ \o be- n q)lt h S t ; rnPso^ \\Z 1- 3 885 S 73rd Ii! I t i I $irnpsnn litrnng- T'i, , TP 37 Top llt'42 -Hrttorn Sirnpsnn 5{rrrrrg- l-ir ECF.4Z Done ooo/ clrag , gl x ,Zx ,Z ! u o1o- L4,9t,', i_/-: )'. 1, I ,r6-;,tr.22 ,rlI , I I I I I _l a'. I I kIII I I I nI )C,,')l rt ?-\ {z \ ,S )r ,os- \tr I aq ' I! Q.,*ot lA, ? yZ I rl i i LJ J-I Lq c{ G sr t--\ ooJ I t \t I "t I.Hi4l: - __1rFEi l t. -1, \ 1 L- Ei# IH 5()&() lr10X t). .-OOets crl c\ Noo Crla J c,) F I botrot{ v7 oag U) ilE $9 --t J.x &'.J I)c)\yNtr nl C\ a& X(\I nit l S Simpson Strong- Tie DTT2Z Ledgcr Bolts LedgcrLOK 3 5/8" _) It-./ll-r'1 t- ., # -f-- tlorrGe / l1 I