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Home My WebLink AboutPermit Building 2011-4-5 CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00444 IVR Number: 811169806959 www.ci.springfield.or.us PROJECT STATUS: STATUS DATE: ISSUED: APPLIED: 04/05/2011 03/18/2011 Issued 04/05/2011 225 Fifth St . Springfield.OR 97477 Phone: 541-726-3753 ,Inspection Phone: 541-726-3769 Fax: 541-726-3676 : permitcenler@cLspringfield.or.us EXPIRES: VALUE: 10/02/2011 $24,000.00 SITE ADDRESS: 1180 LODGEPOLE CT, Springfield, OR 97477 ASSESOR'S PARCEL NO: 1703273310000 SCOPE: Garage I Carport WORK INVOLVED: Remodel TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Garage restoration Phone Number: OWNER: ADDRESS: MAGILL VERNER W & PHYLLIS J 1180 LODGEPOLE CT SPRINGFIELD OR 97477 CONTRACTOR INFORMATION ~ Contractor Type General Contractor Contractor Name PACIFIC FIRE & FLOOD INC Lie Type GGB BUILDING INFORMATION I # of Units: o Construction Type Occupancy Type Occupancy Comments Type VB U 400s.f. # of Stories: Height of Structure: Type of Heat: Water Type: Range Type: Hazmat: 1 13.25 # of Bedrooms: Sprinkled Building: No Fire Alarms: Energy Path: Electrical Specialty Code Edition: Springfield Fire Code Edition: Mechanical Specialty Code Edition: Municipal J Development Code:, Plumbing Specialty Code Edition: Residential Specialty Code Edition: Structural Specialty Code Edition: lic No 173615 lie Exp 12/28/2012 Phone 541-726-5896 Lot Size: Sq Ft 1st Floor: 400 Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage: Sq Ft Carport: Sq Ft Other: 0 Occupancy Load: 2008 Site Information I Engineered Fill: Fill Volume: Flood Hazard Area: Land Hazard Area: e uires yOU .t? Retaining Wall: ION: oregon laW r 6regon UtIlity Soils Report Required: ATTEN' \ s adopted by tne les are set lortn tollow ru e enter. Ihose ru R 952-00'- NotilicatlO~ ~o,-oo, 0 through ~~he rules by in OAR 95 ~a: obtain COpl~S e telephone OO~~\\i~~~ne ~enter. (~~t~tii~y Notilication number lor tne.o~~~00_332-2344). . center IS , Springfield Building Permit 4/5/2011 10:23:20AM \-IE \NORK ~~,~\~i~M\6 ~~~~ E{:\~~~~~61F~:OI Jl,Ui\-lORIZE R IS Jl,BP>-NDONE COMMENCED 0 Jl,N'{ i 80 DJI,'{ PERIOD. Page 1 of 4 SPRINGFIELD~""" .~"""!\, '?7JF;' :A4. 2ty-.-.~ fiJ< ., OREGON CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00444 IVR Number: 811169806959 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 www.ci.springfield.or.us permitcenler@ci.springfield.or.us PROJECT STATUS: STATUS DATE: Issued 04/05/2011 ISSUED: APPLIED: 04/05/2011 03/18/2011 EXPIRES: VALUE: 10/02/2011 $24,000.00 SITE ADDRESS: 1180 LODGEPOLE CT, Springfield, OR 97477 ASSESOR'S PARCEL NO: 1703273310000 SCOPE: Garage / Carport WORK INVOLVED: Remodel TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Garage restoration Frontyard Setback: Interior Setback: Sideyard Setback: Rearyard Setback: Solar Setback: DEVELOPMENT INFORMATION ~ Overlay Dist: # Street Trees Reqd: Paved Drive Reqd: % of Lot Coverage: Highest point on structure to north property line: REQUIRED PARKING Total: Handicapped: Compact: PUBLIC IMPROVEMENTS ~ Street Improvements: Storm Sewer: Storm Sewer Available: Speciallnstructon: Subdivision Accepted: Notes: Sidewalk Type: Downspout/Drains,: Valuation Description ~ Descriotion Bid Tvoe of Construction NA Unit Amount Unit Tvpe 24.000.00 Bid Unit Cost 1.00 Value 24,000.00 24,000.00 FEES PAID I ~ Descriotion Residential Fire (.05 Per Sq F.ooL-__..~.. Pla~~i~=- Minor ~~vjew ~GJ?~___.__~___~_ Admin fee (10% of aEplicable fees) State of Oregon Surcharge (12~~.?f applicable fees) Technology fee (5% of permit total) Garage Carport Structural Plan Review Fee Residential ~.. Total Amount Paid Amount Paid $20.00 $286.00 - .----_.- -- -_._... $2.00 $32.70 $13.63 $272.50 $177.13 Date Paid Recio! # 04/05/2011 2011000654 ""-~-------~- - 04/05/2011 2011000654 -...-- ------- ..._"-- -- - 04/05/2011 2011000654 ....,-....1i4/05/20.1..1..~----... 2011000654 04/05/2011 2011000654 04/05/2011 2011000654 04/05/2011 2011000654 $803.96 Springfield Building Permit 4/Sf2011 10:23:20AM Page 2 of 4 CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00444 IVR Number: 811169806959 www_ci.springfield.or.u$ PROJECT STATUS: STATUS DATE: ISSUED: APPLIED: 04/05/2011 03/18/2011 Issued 04/05/2011 J 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permitcenler@ci.springfield.or.us EXPIRES: VALUE: 10/02/2011 $24,000.00 SITE ADDRESS: 1180 LODGEPOLE CT, Springfield, OR 97477 ASSESOR'S PARCEL NO: 1703273310000 SCOPE: Garage / Carport WORK INVOLVED: Remodel TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Garage restoration Plan Review ~ Department Initial Review Completed 03/21/2011 Result Approved Received Due Date 03/21/2011 03/21/2011 Reviewer David Bowlsby Structural Review 03/21/2011 03/21/2011 03/25/2011 Add'llnfo Required Comments: Provide Special Inspection Form for Post-Installed Anchors Kip Kaufman Planning Review 03/21/2011 03/21/2011 03/31/2011 Add'l info required Tara Jones Comments: This is a replacement garage in the same footprint as a garage that burned down. It has a non-conforming rear setback of 6'. This is allowed based on SDC Sec 5.8-120 which allows replacement of non-conforming structures. The building also straddles two tax lots (17-03-27-33/10000 and 14500). The owner is required to sign a deed restriction covenant prior to BP issuance. Contractor given a copy of deed restriction form on 3/22/11 and I am awaiting its return. t~".--,..,~~-;""V-~."- -'-'~ir'~"~:---""'-., ,....'::- ,. :'::1l"'~~"",;~,'~''"' '..' ....... ., ''7'f-:'7<:f''7~''~:-:'~.~''''~;:-:''-.'....~"'~'Y''''''''~-''''-_' !E'I~n!1if")~,J~~~iet';':~l' .~_-,} ~ .... -'::~''''M,-9~/tj/J.01)~c" i9~1f~J?Q11,,:~R4LQ1!201t1' ;.?'- App:oye~' ,>~,,~. -'" ~. '/.~'^ ~\'Tara)pn,~s:~..~~>~~""" ::;, ':- , ,,~-._.. -, '~ &j'~'~~:~]^ri.~t:~~:t~~~Ji:~~:~lf;;~~l~ti~.~~~~~~~~~~~!,~~~~~~~~:~~-!,~~_,~1t~~,h~2_~~~~Y.li~J;~~~~~~l~1:~~6~ an? "~ _ .,j Structural Review 03/21/2011 03/21/2011 04/04/2011 Approved Kip Kaufman Nancy- MachadO'~:-j-~';' "- -:~T:V2~i:{":'",L;;;~_-.:~:,~i~i~~S;:if~~i~~'; f:~:~j, ,,-, ,~.. ,~-< :'1 INSPECTIONS REQUIRED Inspections 1120 Foundation Foundation: After forms are erected but prior to concrete placement 1160 UFER Ground Ufer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or foundation inspection. Framing Inspection: Prior to cover and after all rough in inspections have been approved, 1260 Framing 1530 Exterior Shearwall 1630 Roof Sheathing 1999 Final Building Roof Sheathing Final Building: After all required inspections have been requested and approved and the building is complete. Epoxy Anchors 1829 Special Inspection Springfield Buiiding Permit 4/5/2011 10:23:20AM Page 3 of 4 www.ci.springfield.or.us CITY OF SPRINGFIELD Building I Residential Permit PERMIT NO: 811-SPR2011-00444 IVR Number: 811169806959 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 Inspection Phone: 541-726-3769 Fax: 541-726-3676 permilcenter@ci,springfield.or.us PROJECT STATUS: STATUS DATE: 155 ued 04/05/2011 ISSUED: APPLIED: 04105/2011 03/18/2011 EXPIRES: VALUE: 10/02/2011 $24,000.00 SITE ADDRESS: 1180 LODGEPOLE CT, Springfield, OR 97477 ASSESOR'S PARCEL NO: 1703273310000 SCOPE: Garage I Carport WORK INVOLVED: Remodel TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Garage restoration By signature, I state and agree, that 1 have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I furthercertify 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 car located at th ont of the property, and the approved set of plans will remain on the site at all times during constr tion. 1-~-1 ) Owner or Contractor S' Date Springfield Building Permit 4/5/2011 10:23:20AM Page 4 of4 Structural Permit Application SPRING~E1..D ~~? DEPARTMENT USE ONLY S)(/iZ.?o( \ - <1::'- PermIt no.: ~ ;'IJ. ".{.,' ~"'~I~';;:-' """~<' . ..;: .:---.~ ..... . . I '~#i~"1\l '~'':!\,-''" ,.'< ~" '" V . ~ ,'..... t.}:.....:;-t"'\- :;.'),}0:1f :Oiry OF.SPR~GFlELD~;,OREGQN ;i"~T:, :~< '!..' ::.;',;< S 225 Fifth Street. Springfield, OR 97477 tPH(541)726-3753 . FAX(541)726-3689 Date3'-I", -( This permit is issued uuder OAR 918-460-0030, Permits expire if work is uot started within 180 days of issuance or if work is suspended for 180 days. ' '..:. lOCAL. GOVERNMENf?ARRR0VAli .......;....:..i.:, ).'.,.;~.;:_:./,.,:.-........'.k,.,...:;.. .. '. '_,"",. ',' ._____...'".......,."_._.,.,,'... ,-.t.... J,._..,_.....,....."...., " ',',. .......".. This project has final land-use approval. Signature: This project has DEQ approval.. Signature: Zoning approval verified: DYes D No Property is within flood plain: DYes D No ,~~~j~~~},f~;~~~~C'ATI;-g_Qt!X~J9_~jK~:9N~iRQG:mi.~Nt~~tL~(:[i~~j~~;~f~) , Residential 0 Government 0 Commercial ji:.,:JgB,SrTE [t-ljf9RMAtIQN~AN.P(LQqAtj9N~:giliif!fil.;! Job site address: \ \ \......0 0 E:.. , \ R .,\: Date: Date: City: Subdivision: Reference: ., 0 J Z. 7 J 3 '., PROPERTY OWNER Name: c-< 0< ZIP: '1'-/'17 Fax: 'E-mail: This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. Sign here: ".': ZIP:o,'1'-f77 131S E-mail: CCB license no.: Print name: 'k Signature: ~~tt;l{:~Sr~"+!?~~-0;;::,~~i'{$,l.J_~,.~>, ~.'.,I:Nf.q,.R.tv.t~mlg~fu\"tIfW~r0~)~tt~? Name CCB License Number Phone Number Electrical Plumbing Mechanical ......... "i-,';","Y},:-7,',FEE'SCHEOUI..E'"'''.''''''' '. .... .... .'f{:j~Y_~:~.ti:~"tI~K.i~f~rW:~jJ~h~~1;~i~;~:~li~\~!~~f~}J';~:~':::.(;'it,i.:;}f..'\\t'.0\',t: ,n,:~\{~~~~_,;!~' (a) Job description: n, -. n<:;: \K- \~ k\ \ d Occupancy J )(::) _L- { J Construction type: n ,d<W'V~ ~ j. Square feet: Cost per square foot Other infonnation: N~ Energy Path: (\./ A ']gl new 0 alteration 0 addition (b) Foundation-only permit? D Yes ~ No Total valuation: $?iI tJ:(),' '" @.t:lijlldii;gte'~~iJi:!'l;,:;g~,!~~~,j;t.i;,:\~: ,,;"':;" .' .')"\ .1" ... ['I.,', :.r (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) Type of Heat: $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Suhtotal of fees above (2a through 2d): $ 1]~r~f~~~fc€y)~~J;t~~~~'lt~1{~W;ni~t~~~~~'%15.t#~~~~ltZ~~~i~~~~1~~~;.! (il) Plan review (65% x'permit fee [2a]): $ (b) Fire and life safety (40% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ \\f!'Mi~~""i~~iiijlsr(~~~;.;';i'ii~'f:r(;,':;:~?;ii'1\.;':':/ :':\:{~).',:, ':'. .' .' (a) Seismic fee. 1% (.01 x permit fee [2a]): $ TOTAL fees and surcharges (2e+3c+4a): $ -. ..... ~ E " Cl --t-~ ~cJ~ ....t- ::g .i 0 i e~ 0 ~ '0' - "- - E - " "- I g[J --- :g > '5 01 ;::--- -- " o :~ 0\ ......<n :2 .::: t- ~ 0\ aJ Cl .......q- , 00 ~r./'JQ.Jt-1,,01.O bl)Q.J~O\NM .: .~ ~ ~ t- ...0 o..i::..cO:::'N U'J ill q:: "o:::t t- (.j..., U'J .- :9 ~ = o ;>.u... ~ ....q- ;;....,.: trl 4: 11) trl ..... t: N OJ) l:-- (] =' N co., E 'C"'E. ~ := ~~u... (5 " U 1- o ..I III - II. ~ Z - II: .~ II. I: III .\" ,:, " > ~ .c '" o ^ = " .c '" ,. o V .n = .2 1;; E Jj .:: " c5 ~ " .~ - " ~ ~ " 0:: OJ) .S - '" ~ "" = co = o .-:: " " c. '" = .... oj "'" o U C '" '0 " 0. 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" '" 00 g E " ~ 0 E-: l5 l5 ~ .~f 2 c': ~ " ~ " " " 0 0 '" ~.~ U 0 - " ~ ~ ~ ~ ~ " go 00 00 00 0 0 ~ 0.. U 'r ~ ~ ~ ~ ~ " ~ 0.. ~ ., 00 ~ g 00 ~ '" 0 " 0:: .03 ~ U ~ '" 0.. OI)~ G- E ~ 00 1;j .;:; u 0. '" :::: -;J_ ''2: ~ ~ ti 8 o ..C E 03 !l.....~O'8B c = ..... Vl ::l ro..E C ~.:: ~ c:2. ~"e ~ ~ "'O..E * ro c c: ""0 E .....r C':l._ ~--gVl-~ ;t;On'~-g 11} ill _:::: ro ~ 'Z.s b ~ ~ u.... ..... .i::: C 0 C 0 "'.s E.g ~ C c..""-"...... .g 8 ~ a1 ~- o u '" c.._ d) ro B i3 is ~ CE.': E .:= ~ g ;3 6 -;a.- 0'" E ... .u.5 ~ d) (3 g,o-e~~ ooc':r/lO::~ ... ex z o en <( ::; ~ 1;j o :<> ~ ~ " 0. o o U E ~ o "" " .g " ~ .~ 0. "" 00 00 .5 '" ~ u (; E 00 1;j ~ 00 00 z ~ ;~ .n E - Z - " ... ~ .- .:< ~ 0 00 " 0 " " .- 0. 1= '" ~ - 00 0 0: of=: .= U ex 0.. '" '" .. '" ex ~ r:;: o/j ,: en '" f- ~ .> '" ~ == " f- ;; 0 > , r/i '" z " 0 " .2 .2 11 1= bIle 00 U e EO .:J .E I..;:; '" ;; 00 ~ ~ - .- .5 ~ 00 ~ ~ ~ ~ en -> " 00 ~ f- ~o .2 .f Z '" ~ 1;j 00 -l 0 .:<- -= 1;; <( '" " U ~ 0 '" 00 ~ z '" .JU Z .= f- ~w i<: - ... f- 0 0 is ::; 0 Q en ex <( en '" ;; -l <( > ... o z o 1= <( U o -l f- Z '" ::; ;; U o Q f- U ~ f- Z o U ~ o ex '" '" ~ '" z '" ex o f- U '" f- s: U ex <( ... '" Q '" ex ;; 0' '" ~ == f- '" Z '" ex f- en '" Q :; o ex .. . ~~~ ~ ~e-~~~ l-v~~ '(0,<2.:8:,<:..- ~('<- 1. ~~. COVENANT \O\o~\e.\s\Jt u- ~~ e.. CJI 0"-1L{Oc Vern . Magill and Phyllis J. Maqill I.. (Please print). .... BEING THE ECORD OWNER(S) of all of the following described property located in the CitY of Springfield,o its urbanizable area, in the County of Lane, State of Oregon: / See Attachment A IN CONSIDE TION FOR the issuance of a Building Permit by the City of Springfield which allows the owner(s) 0 construct a structure, over the common property line .of two or more abutting lots; record owner s) do hereby make the following covenants (for the good and safety of the public, In compliance Ith the Springfield Development Code and the building regulations of the City of Springfield), vering the above described real property, specifying that this covenant shall constitute a limitation t run with the land and shall be binding on all persons claiming under them, and that the covenants sh II be for the benefit of present and future owners of said real property. BE IT.HERE1. FTER KNOWN and agreed that: . 1. The landescribed in Attachment A which includes 2 or more lots, must either hereafter be sold together Ithout separation of the lots or portions thereof as a single unit of land so long as the structure \5 constructed over the common property line(s) of the abutting lots; or 2. Prior to t~e sale of the lots individually, the structure shall be removed, and a finding made by the City that ,here Is no violation of any applicable setback regulations applicable at the .time of sale. IN WITNESS WHEREOF, the undersigned have caused this Instrument to be executed this I day of . iJ . ~ Own r .~ . jma~ I /' Owner .. STATE OF Oll-EGON) . I ) 55. County of La ~e ) , ~ ON THIS "1'6 day of Public, the within named VU(\ ~ ' MG'\S\\ I acknowledged the foregoing to be their voluntary act and deed. , . . . .;7bl/ 'MLv~ f 1. Lane Counly Clerk Lane Counly Deeds and Records ~~II.m1~J 1111111111111111111111111111111111111111111111111 $47.00. 01214577201100157930020026 04/01/2011 02:23:37 PM RPR-REST Cnl:1 Sln:15 CASHIER 02 $10.00 $10.00 $11.00 $16.00 . 2oR. personally appeared before me, a Notary ~~\'~\'IS -S~~.\\ nd seal this day aQd year last wrl I r Oregon My ~ommisslbn Expires: 3/2?J/1~ 0FFlClAI. SEAl. 8MDRA DEE DOWNIV . NOTARY PU8UC. OREGON . COMMISSION NO. 447733 II'f COMMISSlON EXPIRES MARCH 23. 2014 A copy of tliis recorded document must be returned to the City of Springfield, Development Services Department, 225 Fifth Street, Springfield, OR 97477. deed rest. haus pi ZOO~ 01aldBNladS dO l~I~ 6S9r.9ZLTPS XVd ZZ:ST an~ TT/ZZICO .. Attachment A Lot 4, Block 7, SECOND ADDITIOIII TO MENLO PARK, as platted and recorded on May 5, 1960 at Book 29, Page 19, Lane County Oregon Plat Records. And Lot 2, REPLAT OF LOT "A" SECOND ADDITION TO MENLO PARK, as platted and recorded August 27, 1971 at Book 60, Page 24, Lane County Oregon Plat Records. . Corresponding to Assessor's Map and Tax Lots 17-03-27-33/10000 and 14500 as of 4/01/11 www.ci.~pringfield.or.us TRANSACTION RECEIPT 811-SPR2011-00444 1180 LODGEPOLE CT CITY OF SPRINGFIELD 225 Fifth St Springfield. OR 97477 541-726-3753 permilcenter@ci,springfield.or.us RECEIPT NO: 2011000654 RECORD NO: 811-SPR2011-00444 DATE: 04/05/2011 l[)ESCRII?j:lON;"""",:.'~~, 'a . ',,:C, 'i,,,<,j1;',,,i4?'. 1'.;,,~,;,,"~';,-;.t~,~~~-;,~'~CC6UN;riCO[)E'~';r4" "!i.Mbu Ni3D,U E, Admin fee (10% of applicable fees) 224-00000-426605 2,00 Garage Carport 224-00000-425602 272,50 _~ann.!.':',g - Minor Review - UGB 100-00000-425002 286,00 Residential Fire (.05 Per Sq Foot) 100-00000-424005 20,00 State of Oregon Surcharge (12% of applicable fees) 821,00000-215004 32,70 Structural Plan Review Fee Residential 224-00000-425602 177,13 Technology fee (5% of permit total) 100,00000-425605 13,63 TOTAL DUE: 803,96 I ';PAynifl=NT"t:iPE\h1r;;;',~~iiJ\YOR;;li'cAsHiER"NMACHADO';? ",';"'! , COM_MENfs~_i;~22:jf",:c.;",.\it,i~.;:-AMOUN_"PAIO- ."";; 5-"21 ;:", " U"':""~~~'...'......m_-,--~.Ld_.A,...." .. ."C~,,__,,~~_~~^ .'." --',,- " - g >". - '~_'__'~_~""';'''~'''' ~" ,.,"' "'-. --'. ".", --.- . ~... '" ... .. .. " ." , :.: ~ Check PACIFIC FIRE & FLOOD INC 803.96 16734 TOTAL PAID: 803.96 LAI IJ��tTf�) � _��.�-:•eco C::Ci1PFvaC:Y LOAD `► U LEGAL C7F_SCP,IPT!(7h! jj7O Z ..�. O��® it Ole C THE CONTENTS HERE ON HAI E SE:EN PEV!S.',.; AL'iEf F,TIONS IND CAT ED ON COi_OF:ED OR fi',LTEFAT:Oi''S MADE TO THE APIF,R V LD PROJECT AFTER THE DATE BELOIM SHALL BE THE BUILDING F�OFFICIAL. [r a e g J D �T REVIDAVED FOR COBE C PLIANCE Y ATTENTION: Oregon lal,'V reOuires you to follov� rules adopted by the Oregon Utility NOtifica.ion Cenie,r. Thos>> rules are set forth In BAR 952-001- 0010 thro,Igh �)AR952-001-0090. You may obtain COPie'S of the rules by ca'I::,^ts' r `�; Oi.,. e: the I$ CcPlt:,r � t; 1'6Phor';e n0frlb C -r for the � 7, ; ifi� p! wfi ' Oregon �.tt i `J li:) i�!Catlon 0� X . O SCALE Yi PROPER�OUIy®,ARI' ®® ®® S ®41'12'I �p h 1 v� I� I a rJ s Q� 0 01I 14500 ®® I 10000 e A' CENTENNIAL ELVD CT SETBACKS-1NTE.OR LOTS All measurements are from Pro a Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Side yard to House or Garage 5 feet -Rea' Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS PROPOSED REPLAGEMENT OF EXISTING GARAGE ® = 52'45'32!' L s 41A4' Y � SITE L SCALE: 1 " = 10'-0" ` TAX LOT NO 17 03 27 33 10000 AND 14500 When buildings are constructed over sewer piping, the piping shall be of materials suitable for use k within/under buildings per OPSC 313.4 Iii B U I L D I N G S P E C I F I C A T I O N S 0608 SHEATHING: Roof sheathing shall be 7/16" Oriented Strand Board (OSB) DIVISION 0100—GENERAL or 1/2" CDX Plywood with face grain perpendicular to supports and 0101 CODES: All construction methods, materials and workmanship staggered joints. Wall sheathing shall be 5/8" T1-11 siding. All structural sheathing shall be graded and marked as noted Q shall comply with the 2008 EDITION OREGON RESIDENTIAL SPECIALTY in Section R503.2.1, R503.3.1, 8604 or R605. If required, diaphragms CODE based on -the 2006 International Residential Code. Construction shall also comply with all City, County and and shear walls shall be constructed as required by the engineer or as shown on 0102 Federal codes, ordinances and regulations as applicable. PERMITS: The owner will provide and pay for all permits and plans. 0610 SOLE PLATES: Sole plates in contact with concrete shall be 9 fees except where other provision is made by contract. pressure treated douglas fir/Larch. 0611 NAILING: All nailing shall be as noted in Tables R602.3(1) and 0103 UTILITIES: Owner to provide. . R602.3(2). 0104 SUBSTITUTIONS: Certain processes, types of equipment or kinds of materials are specified by brand 0612 BRACING:Wall and cripple wall bracing shall be provided as per I 00 manufacturers name, or catalog number to establish a basis of quality or desirability Section R602.9 and R602.10 or per engineer. 0613 METAL CONNECTORS: r) for the purpose intended. Exclusions of products of equal A. Simpson strong tie, or approved equal. o quality or desirability to those specified is not intended. Sub—Contractors to secure approval of substitutions from B. Metal connectors shall be installed with all nails, bolts or other � owner. Submit sufficient information on specific product or products fasteners as required by manufacturer. C. All brackets attached to preservative or fire retardant—treated 0105 for evaluation. Samples may be required. CHECKING: Contractor shall verify and coordinate all dimensions wood members shall be hot dipped zinc—coated galvanized steel. D. Fasteners be and conditions on all drawings and at construction site before shall per specification Division 0504. 0614 BLOCKING: Full depth solid blocking of utility grade lumber is 0 Proceeding. Discrepancies are to be brought to the attention of the owner, the designer, and/or the engineer as appropriate, and required at all bearing walls and at the bearing points of all CD fully resolved before construction is commenced. joists and rafters. Bracing between roof or floor trusses shall be installed as required by manufacturer. 0107 CLEANING OF SURFACES: All surfaces must be clean and in good condition at job completion. 0615 NOTCHING: Notching, cutting and drilling of studs, plates, 0108 COOPERATION: Contractor and subcontractors shall fully joists or rafters shall conform to Sections R502.8, R602.6, and R802.7. 0 cooperate in carrying out the work. Contractor to do or be 0616 DRAFTSTOPPING: Draftstopping and Fire Blocking shall be directly responsible for all construction bracing, temporary constructed and installed as required by Section R502.12 and shoring, furring and building in, and providing all openings, R602.8. chases, etc.; required by various subcontractors. Where work of 'surfaces 0619 EXTERIOR WALL COVERING: Siding shall be as shown on one subcontractor is installed over applied by otherplans trades, the commencement of work by the first mentioned and conform to Section R703 with attachment per Table subcontractor constitutes acceptance of the surfaces, and cannot 703.4 unless noted otherwise. Panel type siding shall have shiplopped vertical joint:: over framing members and flashed or be used for an excuse should subsequent failures occur. lapped horizontal joints. DNISIQN 0501 0500 — METAL BOLTS: ASTM A-307 Heavy hex—head with heavy hex nuts and DIVISION 0700 — THERMAL AND MOISTURE PRQIECTIQN 0701 GENERAL:- Exterior joints around windows and door frames, between wall hardened. flat washers unless noted otherwise. Fasteners, except cavities and window and door frames, between wall and one—half—inch diameter or larger steel bolts, used for pressure foundation, between wall and roof, between wall panels, at preservative or fire retardant—treated wood shall be hot—dipped galvanized steel, stainless steel, silicon bronze penetrations or utility services through walls, floors and roofs 0502 or copper. STEEL: ASTM A-36 and all other openings in the exterior envelopes shall be 0503 MISCELLANEOUS SHEET METAL: Galvanized 26 gouge steel. Exterior caulked, gasketed, weather—stripped or otherwise sealed. 0706 ROOFING: 0504 openings exposed to the weather shall be flashed waterproof. Fasteners, except one—half—inch diameter or larger steel bolts, A. Roofing materials and application to comply with Chapter 9. B. Roofing shall be flashing used for pressure preservative or fire retardant—treated wood applied with all and accessories recommended by mane"acturer or as required for a watertight shall be hot—dipped galvanized steel, stainless steel, silicon assembly. Finish roofing materials shall be approved by owner. bronze or copper. C. Gutters shall be installed at lower edge of all roof slopes. Downspouts from gutters to discharge into stormwater drain. DIVISION 0600 — CARPENTRY 0601 GENERAL: Owner to approve style and color. 0708 MUD SILL: Both top arid bottom of mud sill shall be caulked or A. All structural dimension lumber shall be graded and marked as gasketed. noted in Section R502 and R802. B. Approved end—jointed lumber may be used interchangeably with DIVISION 0800.— DOORS WINDt? S AND GLASS solid—sawn members of the some species and grade. 0801 DOORS: C. All structural lumber sizes have been designed using WWPA A. Door sizes shall be as noted on plans, with type, finishes grading rules. If these members bear the stamp of a different and hardware as selected by owner. All egress doors shall be grading agency, adjustments to sizes may need to be made. readily openable from the side from which egress is to be made 0602 POSTS: Posts and columns shall be Douglas fir/Larch, Grade without the use of a key or special knowledge or effort. Select Structural F.O.H.C. Posts shall be pressure treated if 0802 WINDOWS: 0603 so noted on plans. BEAMS, HEADERS AND STRINGERS: All members 2" to 4" thick and A. Window brand and style shall be as directed by owner. Sizes 5" shall be as noted on plans. NOTE: Sizes of windows shown on or more wide shall be Douglas fir/Larch, Beams and Stringers Class, Grade #1. All 6" thick plans are nominal only. Verify rough opening required before members shall be Douglas framing. fir/Larch, Beams and Stringers Class, Grade Select Structural. E. Windows shall be set onto a bead of caulking. All door and window headers shall be 4x6 minimum unless noted otherwise. Glued—laminated timbers shall be 24F—V4. Df/ grade DIVISION 0900 — FINISHEa at simple spans and 24F—V8, Df/ grade at cantilevers or multiple 0901 GENERAL: supports unless noted otherwise. All exterior finishes and materials shall conform to Section 0604 STUDS: Studs shall be Douglas fir/Larch, Grade #2 at all load R703 and Table 8703.,.* bearing walls with size and spacing as shown on plans. Utility 0903 EXTERIOR PAINT: Latex or stain with color to be approved by grade lumber may be used if spaced per Table R602.3(5). Cripples owner. under headers shall be continuous to sole plate. Top plates in load—bearing walls shall be doubled with joints offset 48" DIVISION 1500 — MECHANICAL minimum. Block all stud walls where required for sheathing. 1501 GENERAL: All heating; /entilating, cooling and plumbing Align load—bearing studs as noted in Section 8602.3.3. Interior components and installation shall comply Chapters 11 through 24 nonbearing partitions may be capped with a single top plate. and Appendix A, B, C and D and the 2008 Oregon Plumbing Foundation cripple walls shall be constructed as noted in Specialty Code. Section R602.9. All wood merr.!-rers in contact with concrete shall be pressure treated. DIVISION 1600 — ELECTRICAL 0607 TRUSSES: Manufacturer of wood floor or roof trusses shall A. All work shall meet the requirements and inspections of supply copies of truss design drawings and calculations to the the 2008 Oregon Electrical Specialty Code. building official and owner. Trusses shall be designed per section B. Electrical systems shall be designed and installed by a 8502.11.1 by a registered professional. Design drawings shall include qualified contractor. Contractor shall supply detailed plans, all information noted in sections R502.11.4 and R802.10.1. calculations and specif'cations of all proposed equipment if Trusses shall be installed with all fasteners, hangers and bracing required by the building official. as required by the manufacturer. Truss members shall not be drilled, C. Wiring shall be don,-, with 3—wire nonmetallic cable with all cut, notched or altered in any manner unless so designed. outlets properly grounded. All wires shall be copper and none shall be less than #12. gauge. Switches and duplex outlets shall *** NOTE *** be first grade. Switches shall be silent type. BUILDER IS STRONGLY CAUTIONED TO D. Suitable connections shall be provided .for all new electrical VERIFY ALL TRUSS DIMENSIONS INCLUDING outlets and fixtures as shown on the plans. EXACT SLOPE, REQUIRED HEEL HEIGHT, F. Non—combustible fire—stopping shall be provided at all gaps OVERHANG CONDITION AND SPECIAL LOADING. around electrical lines at ceilings and floor levels. Seal all TRUSS DIMENSIONS SHOWN IN THESE PLANS penetrations through the building envelope with caulking. ARE INTENDED TO BE APPROXIMATE ONLY. These electrical pians are NOT A TIT_ �f'�- reviewed prior to permit issuance. Electrical work shall Comply with ® '2"c� c�`�Aitz -FE-7,4 =_ current codes and will be field inspected for compliance. NOTICE: -.. � t�c�A-c� THIS PERMIT SHAD EXPIRE IF THE WORK s.�vs�°�c.�r�,v �02.�►-t AUTHORIZED UNDER THIS PERMIT IS NOT � C -X-7- T' Pets COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. LAI IJ��tTf�) � _��.�-:•eco C::Ci1PFvaC:Y LOAD `► U LEGAL C7F_SCP,IPT!(7h! jj7O Z ..�. O��® it Ole C THE CONTENTS HERE ON HAI E SE:EN PEV!S.',.; AL'iEf F,TIONS IND CAT ED ON COi_OF:ED OR fi',LTEFAT:Oi''S MADE TO THE APIF,R V LD PROJECT AFTER THE DATE BELOIM SHALL BE THE BUILDING F�OFFICIAL. [r a e g J D �T REVIDAVED FOR COBE C PLIANCE Y ATTENTION: Oregon lal,'V reOuires you to follov� rules adopted by the Oregon Utility NOtifica.ion Cenie,r. Thos>> rules are set forth In BAR 952-001- 0010 thro,Igh �)AR952-001-0090. You may obtain COPie'S of the rules by ca'I::,^ts' r `�; Oi.,. e: the I$ CcPlt:,r � t; 1'6Phor';e n0frlb C -r for the � 7, ; ifi� p! wfi ' Oregon �.tt i `J li:) i�!Catlon 0� X . O SCALE Yi PROPER�OUIy®,ARI' ®® ®® S ®41'12'I �p h 1 v� I� I a rJ s Q� 0 01I 14500 ®® I 10000 e A' CENTENNIAL ELVD CT SETBACKS-1NTE.OR LOTS All measurements are from Pro a Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Side yard to House or Garage 5 feet -Rea' Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS PROPOSED REPLAGEMENT OF EXISTING GARAGE ® = 52'45'32!' L s 41A4' Y � SITE L SCALE: 1 " = 10'-0" ` TAX LOT NO 17 03 27 33 10000 AND 14500 When buildings are constructed over sewer piping, the piping shall be of materials suitable for use k within/under buildings per OPSC 313.4 Iii N 0 It 1AA` 0) Ir 0 li Z W w Date 3-10-1 1 Scale NOTED PLOT Scale 1=120 Drawn DMC Job $267 Sheet LOf 2 Sheets 1° z O Q O L L! CD L— LLJ LLJ ry U) --� I 00 ® r) 0 o < Lij CD � ® Li � LL 0 CD 0 O Q LJJ 00 ct� 0- 0 N 0 It 1AA` 0) Ir 0 li Z W w Date 3-10-1 1 Scale NOTED PLOT Scale 1=120 Drawn DMC Job $267 Sheet LOf 2 Sheets V) z O Q L L! L— U) y LLJ rCL V 1 N 0 It 1AA` 0) Ir 0 li Z W w Date 3-10-1 1 Scale NOTED PLOT Scale 1=120 Drawn DMC Job $267 Sheet LOf 2 Sheets