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Home My WebLink AboutPermit Building 2000-3-6 ,f;'/."', !;~,. .' location Of Proposed Site: ',' 3403, \W&.i1i:~~~~,'" Spr Assessors Map#: 17Qt~ g46-i:v\ ~;:o '0'1 \n~u\eS801e9s~,;, -,\' . . ,-'-.i \..... ~..IPS 8000,.. ,nose OJ)..~ ~ .... lot. .n\\O~~~ -r.en\ef_... 'h10Ugn "J'r ~~~ Itlon. '~~~I\\V" o"\.\JU'r.> O?\tJi:> - ~e\)" Owner: Ri~\\ ~ X1!~~~0ffl1e6~t8o\n C i\e..tnete ~~d~,hone Number: :\ 0 \1 ((\80'1 f ~~o 'X1'1 NO \ Address: Pq")18~2~\ne cente ~non \,)\\ \ ~'3AA\ City/State/Zip: f".a\\\{\g. \ne Of '::I 0..'3'3'2.<--- Scope Of Work: Single:~~ty(~~~9~e-9n ,,':~r...,:,~,ew I . ;;.;;J) l "-;PRINGFIELD ~- 225 North Fifth Street Springfield, OR 97477 Contractor Type General Contr Electrical Contr Mechanical Contr Plumbing Contr Job# 99-01650-01 Page 1 of fuANS#: 01-0000831 DATE:MAR 06 2000 AMT RECD:2 $ 4353.80 CHANGE: CASHIER:059 CITY OF SPRINGFIELD, OREGON RESIDENTIAL PERMIT City Of Springfield Community Services Division Building Safety Job Number: 99-01650-01 f. ...... Office: 726-3759 Inspection Line: 726-3769 ... .' Tax lot #: Subdivision: 30740 541-740-4370 Corvallis, OR 97339 Value: $115,202 . ~.-;-t;;~"~:,:;':'''''.::;'Ti::...'. Contractor River Valley Builders PO Box 2041, Corvallis, OR 97339 G&E ELECTRIC PO BOX 1686, ALBANY, OR 97321 Midway Heating Co Inc 12625 Se Sherman St, Portland, OR 97233-1449 Midway Plumbing Inc 2428 Three Lakes Rd Se, Albany, OR 97321-9781 Registration # 72942 Expiration Date 4/15/2001 Phone 541"'740-4370 . 541-967-8627 24044 5/22/1999 . 503-252-4003 4687 7/25/2000 541-928-7927 Office Use Quad Area: land Use: # Of Buildings: # Of Units: HO Zoning C~gQll::J3d^\fQOfHAMt Occupancy Group: Constr. Type: :JO~~~WQVSJl:IOa30N3t^JVIIO:) Heat Source: Water Heater: .iON SI lW\~iiI!Wt1tNJnI(iB~lblOHln\i Sq. Footage: \!~Q'\':l1 {J..dl-~t'ii;~ lI71~g II, I , To request an inspection call the 24 hour recording at 726~376tr.J~FI~t>tktions requested before 7:00 a.m. ~ill be made the same working day, inspections requeste~~[7(jlRAa.m. will be made the following working day. .'. Required Inspections I Building' I -To be made after excavation but prior to setting forms. -Install ground rod at footing, and call for inspection in conjuction with footing and/or foundation i -After trenches are excavated. -After forms are erected but prior to concrete placement. - Prior to floor insulation or decking. -Prior to decking. - Before covering sheathing with finish materials. Site Verify Ground Rod Footing Foundation Post and Beam Floor Insulation Shear Wall Nailing Construction Types: Occupancy Groups: # Of Buildings: # Of Bedrooms: Handicap Access? D ~Area (Sq. Feet) Main: Accessory: Building Permit State Surcharge For Building Permit Building Administrative Fee Building Administrative Fee Total Building ..,1'- ." Hold Downs Installed Temporary Power Rough Electrical Electrical Service Final Electrical Underground Plumbing Underfloor Plumbing Underfloor Drain Rough Plumbing Water Line Sanitary Sewer Line Perimeter Foundation Drains Backflow Device Underfloor Mechanical Rough Gas Fee Job# 99-01650-01 Page 2 of 4 Required Inspections Building I Electrical I -Approval required prior to SUB energizing pole. - Prior to cover. - Must be approved to obtain permanent power. - When all electrical work is complete, I Plumbing - Prior to filling the trench; - Prior to insulation or decking. - Prior to cover or placement of concrete. - Prior to cover. - Prior to filling trench. - Prior to filling trench. -After gravel and filter cloth is installed, but prior to backfill. -After device is installed but before backfilling trench. I Mechanical - Prior to insulation or decking. -After line is installed and capped if not attached to an appliance. # Of Stories: Current Units: Census Code: Does not apply Height (feet): Proposed Units: Total: Paid On Receipt# Building 03/06/2000 831 03/06/2000 831 01/20/2000 . 0000318 03/06/2000 831 Value/Quantity Fee Amount 115,202 $469.00 $32.83 $.00 $14.07 $515.90 Electrical Wiring Footage 1,000 Sq Ft or Less Wiring Footage Each Add'l 500 Sq Ft Temporary: 200 Amps or Less State Surcharge For Electrical Permit State Surcharge For Electrical Permit Electric Administrative Fee Electric Administrative Fee Total Electrical 02/01/2000 02/01/2000 01/26/2000 01126/2000 02/01/2000 01/26/2000 02/01/2000 422 422 369 369 422 369 422 1 3 1 $85.00 $45.00 $40.00 $2.80 $9.10 $1.20 $3.90 $187.00 Plumbing 03/06/2000 831 03/06/2000 831 03/06/2000 831 Minimum Plumbing Permit Fee Two' Bathrooms State Surcharge For Plumbing Permit $.00 $160.00 $11.20 ./ Fee Plumbing Administrative Fee Total Plumbing Hood and Exhaust One to Four Outlets Minimum Mechanical Permit Mechanical Administrative Fee Less than 100,000 BTU Vent Fan to One Duct Dryer Vent Mechanical Issuance State Surcharge For Mechanical Permit Total Mechanical New Sidewalk New Curbcut Total Public Works Residential - Single Family - Storm Sanitary Sewer Residential Transportation Residential Sanitary MWMC Residential Improvement MWMC MWMC Administrative Fee SDC Administrative Fee Property Annexed 1997 Total System Qevelopment S.F. Residence - Willamalane Total Willamalane SDC Plan Check Type Quick Start-Initial Revi Quick Start-Structural Quick Start-Engineering Quick Start-Zoning Checked By Don Moore Don Moore Ken Vogeney Kay Bork Job# 99-01650-01 Paid On Receipt# Plumbing 03/06/2000 831 Mechanical 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 03/06/2000 831 Public Works 03/06/2000 831 03/06/2000 831 System Development . 03/06/2000 03/06/2000 03/06/2000 03/06/2000 03/06/2000 03/06/2000 03/06/2000 03/06/2000 831 83,1 831 831 831 831 ?31 831 Willamalane SDC 03/06/2000 '831 Permits w/o Srchg 01/20/2000 0000318 Date Completed. 01/20/2000 01/20/2000 .01/20/2000 01/20/2000 '"\ Page 3 of 4 Value/Quantity Fee Amount 1 3 1 30 1 2,879 20 1 1 1 1 36 1 1 $4.80 $176.00 $4,50 $2.00 $.00 $.74 $6.00 . $9.00 $3.00 $10.00 $1.72 $36.96 $60.00 $60.00 $120.00 $667.93 $965.40 $491.60 $242.76 $22.05 $10.00 $119.28 $-14.08 $2,504.94 $1,000.00 $1,000.00 $150.00 $150.00 $4,690.80 ;r I Job# 99-01650-01 I Page 4 of 4 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 cif Springfield and the Laws of the State of 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 ORS701.055 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 the ermit card is located at the front of the property, and the approved s 0 plans will remain n th sit at all times during construction. Signature / :5'-~-cJa Date '- ;"') . ,. v .. .~ --~"C~ ~r CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS :3~O 3 WA'~~ OWNER: Rlt/~ )/,At'1lty Jb~S, CONTRACTOR: OWAJh( CITY.JOB # : 99/~50 PHONE: 511,7-10--1370 PHONE: Items listed below are incorporated into this proj ect in additiorito any requirements appearing on the construction plans. A corresponding number will be marked on your plans where applicable, ' All references are to the 1996 Oregon Stat~ One and Two Family Dwelling Specialty Code, (1995 CABO One and Two Family Dwelling Code as amended by the State of Oregon, and 1~91 Dwelling Requirements of the Uniform Plumbing Code as amended ) unless noted otherwise. A copy of thls code may be obtained from the Builditig Te~h Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 97008-5986. Your signature,on the Building Permit is an agreement that all items circled herein will be installed or corrected, and that PLANS :E:I::E::: th/J!;;m~PIY Withp::::i;:~;:~. J'//(vt,/ /' 1. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS: On new. construction, a #4 concrete reinfo.rcing-barelectrode at least 20' in length shall be installed horizontally at or near the bottom, of the concret~ footing at the location of permanent ser:vice entrance. A second bar, at least 1/2 in diameter. shall be stubbed up a minimum of 12 inches above the floor plate line near the service entrance panel location. The stubbed up rod or bar shall bend horizontally and 'attach to the reinforcing bar electrode with a minimum 12", lap. ( 4 03 . 4 , NEe 2 5 0 - 8 2 (C) . INSPECTION OF THE GROUNDING ELECTRODE SYSTEM INSTALLATION IS REQUIRED PRIOR TO PLACING OF CONCRETE FOR THE. FOUNDATION 2. Concrete foundation wall, exterior walls, and other vertical concrete work exposed to weathering shall have a minimum compressive strength of 3000 'PSI and air content of not less than 5% or mor.e than 7%. Concret!3 "batch" trip tickets to be made available upon request.' (Table 402.2). . , 3. Provide sill plate sealer at all dwelling perimeter walls in " J .~ " three locations to reduce the potential for air leakage into the floor insulation and the interior of the structure. Apply two beads of sealer at each of the following locations: a. . 'Between the top of the foundation wall and mud sill. b. Between the mud sill and the floor decking: c. Between the floor decking and wal~ sill plate. (OSSC 5303(E)2) 4. Porches,' carport slabs and concre'te' steps exposed to the weather, and garage floor slabs shall have a minimum compJ;'essive strength of 3000 psi. Concrete "batch" trip tickets to be made available upon request. (Table 402.2), Garage floor or carport to slope to the main vehicle entry door. (R-309.3) 5. Pony walls shall be constructed at a height that will provide a minimum i4-inch stud height. Walls having studs less than the required height shall be sheathed on one .side with 3/8" plywood or equivalent material. Provide access on both sides of the walls. 6. Provide a minimum of 6'" of clearance between finished grade and all untreated wood materials. (INCLUDING SIDING) (R-322 .1) . 7. Ground under bpilding shall be sloped to a low point, and an underfloor drain installed to provide positive drainage from the area under the building. (R-311. 4) . "- 8. 'The graae,away from foundation walls shall fall a minimum of 6" within the first 10'. When restricted by lot lines, drains or other approved means shall be provided to ensure positive drainage. , (R-401. 3) . 9. Provide for adequate bracing of the front garage wall and similar wall panels by use of the ALTERNATE BRACED WALL method or PORTAL FRAME. method shown on the attached shear panel drawings, or by an alternate" engineered method which is acceptable to this jurisdiction. submit proposed alternate engineered methods to this office for approval prior to placing foundation concrete. (R-602.9) ,10. Provide standard braced wal+ panels at the locations indicated by "BP" on the floor plans . Standa'rd EXTERIOR "Braced Wall" panels shall provide standard anchor bolt and plywood nailing patterns, and such braced panels shall extend .to the floor or roof deck above, Standard exterior 'braced wall panels SHALL NOT BE LESS THAN 4' IN LENGTH AND'HAVE A MAXIMUM HEIGHT-TO-WIDTH RATI,ONOT TO EXCEED 2.5 TO 1. ( ..... ... \ Standard INTERIOR "Bi'aced Wall" panels shall extend from th~ floor below to .the roof d~ck above as shown in the . attached drawings titled "BRACED INTERIOR WALL" , Interior braced walls SHALL NOT BE LES$ THAN EIGHT FEET LONG WITH GYPSUM BOARD ON ONE SIDE ONLY, AND NOT LESS THAN FqUR FEET LONG, FOR GYPSUM BOARD APPLIED TO BOTH SIDES WITHOUT INTERRUPTION, UNLESS LONGER LENGTHS ARE SHOWN ON THE PLANS. Such braced wall panels shall be supported on foundation walls, or by floor beams or double floor joists directly under the braced wall. Support blocking shall be instailed in a similar manner . between joists and beams were braced walls are perpendicular to the floor system. (R-602.9) Plywood shear walls shall have all panel edges. blocked (hoiizontally and vertically) and shall be attached along all panel edges .to framing members with fasteners at approved' intervals. \ 11. Provide net free ventilating area not less than 1 square foot for each 150 square feet of crawl space area. One such , ventilating opening shall be within 3' of each corner. Vents shall be covered with minimum 1/4" and maximum 1/2" corrosion resistant wire mesh. Provide a MINIMUM OF 12.17 Square Feet of total vent area. (R-409.1). 12. Provide 6 mil black polyethylene ground cover, joints and 1,2" up stem walls. lapped 12" at (E-401.9,2) . 13. Provide 12" clearance to grade from underside of girders, and beams and miniri1.Um of 18" clearance to grade from underside of joists and floor (R-322.1.1). , . " , p~ Willamalane . t,.l Park & Recreation District Job. No. ,\.<1, l foes; C} f" SYSTEM DEVELOPMENT CHARGE WORKSHEET . NAME: R~_l)cl~?k~ PHONE: 1L{~Ll"b10 ADDRESS: ~C:)~.~O~ ~CY-\\ . ~~STATE: 01/\ ZIP: c;1~ , , LOCATION OF PROPOSED BUILDING SITE: Street Address: ~l.{O~ ~~ 'Plat Name:, \ l ()~.l~ q ~ Tax Lot Number: ()i"'{ tb . . 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). sec calculations and dwelling t ype definitions are on the back.) . . A. f)ina'e-Familv Detached -V"; Single Family home NO. OF UNITS \ , , Manufactured home not in a park . . CJO X $1,000 per unit = '$ \ CJt.l.) - B. .Sinale.-Faniilv 8ttached, NO. OF UNITS X $924 per unit. = $ C. Multi-Familv Aoartment NO. OF UNITS X $692 per unIt = $ D. Manufactvred Home Par1\ NO. OF UNITS WILLAMALANE SDC X $699 per unit = $ $ 2. SDC CREDIT (if appUcable) SOG-payer must furnish proof of . Willamalane Credit approval. See SOO Oredit Worksheet. $ 3. TOTAL WILLAMALANE NET SDC ASSESSED (if SDC reduced for Credit) $ ~pmenl Services Department City of Spri"ngfield ?> I ~I o-7l Date JOURNAL 01 )B NO. q q I~ S-O ATTACHMENT A CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET NAME OR COMPANY: 'k? ..1 CrL. VA LLG'f' )SUI L dcSR:5 r AX:.. LOCATION: 3403 WATeR- HARK DEVELOPMENT TYPE: ?, F i2-- BUILDING SIZE: LOT SIZE SQ. Ft. ROOF 4Z.-,.r 3'1,~"- I c.~\... -a. ~ Y ZJ1" ~ ~ G-&.f 1. STORM DRAINAGE 1, y '1 ~ 1)1"'-' ~'2 lflY 22-::- 4 ~ 1- 2, b 7'f IMPERVIOUS SQ. FT. ;> I R 71 X $0.232 PER SQ. FT, $ t:..G7.Q3 2. SANITARY SEWER-CITY NO. OF PFU'S 2-c) (See Reverse Side) X $48.27 PER PFU $ q'~. 4() 3. TRANSPORTATION NO OF UNITS X TRIP RATE X COST PER PM PEAK HOUR TRIP X 1.0 I X $486.73 PER TRIP $ 4cll,~cJ x X $486.73 PER TRIP $ 4. SANITARY SEWER-MWMC A. REIMBURSEMENT COST: NO. OF FEU'S X 24-'l.,7' PER FEU $ 2..4-2,76 B. IMPROVEMENT COST: NO. OF FEU'S I x zz.o';- PERFEU $ 22.0S- MWMC CREDIT IF APPLICABLE (SEE REVERSE) < $ - 14.08 > MWMC ADMINISTRATIVE FEE $ 10.60 TOTAL-MWMC SDC $ Zf;Q. 73 SUBTOTAL (ADD ITEMS 1,2,3 & 4) $ 2..; ~~".~~ 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) X .05 1ft,. Date: /2.-/,-'71 SDC Coordinator ATTACH' A. WPD $ U q , 2..g TOTALSDC $ 2, so1-. # FIXTURE UNIT CALCUI A..TION TABLE: NumberofNewh (NOTE: Forremodels, calculate only the ~ additional fixtures) FIXTURE TYPE Bathtub.....,.,..,.,.................... ...,.............,.,..,..,............ Drinking Fountain....... .1.,.......................,.......,.,,..,.. Floor Drain...................... ..................... ......,..............., Interceptors For Grease/OiI/Solids/Etc..................." Interceptors For Sand! Auto Wash/Etc................:..... Laundry Tub/Clotheswasher/Mop Sink..................... Clotheswasher - 3 Or More.........",.......................... Mobile Home Park Trap (1 Per Trailer)...,...."........, Receptor For Refrigerator/Water StationlEtc......,..,. Receptor For Commercial SinklDishwasher/Etc...... Shower, Single StalL........... ..........,........,......,.......... Shower, Gang.,..,.......,.....................,........................ Sink: Bar, Commercial, Residential Kitchen".,........ Urinal, Stall/W aiL,...,.. .......,."............ .'.,.,................ Wash Basin/Lavatory, Single,.............,.................... Toilet, Public Installation...,..,........,.......,......."."..,.. Toilet, Private.......,.....,.,......, .,.."". ....,...... .,............. Miscellaneous: NUMBER OF NEW FIXTU'RES 'Z- ,I "2.. "Z- 's X Unit Equivalent = Fixture Units ., UNIT FIXTURE EQUIV ALENT UNITS 2 "2- 1 2 3 6 2 4 6 6 1 3 2 ~ l/Head 2 ~ 2 I "1- 6 4 '8 TOTAL FIXTURE.UNITS 20 CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in table, calculate credits separately. Year . Annexed 1979 orbefore 1980 1981 1982 1983 1984 1985 1986 1987 1988 Rate per $1 ,00p Assessed Value $4.47 4.38 4.32 4.20 4.03 3.88 3.68 3.38 3.03 2.62 Year Annexed 1989 1990 1991 1992 1993 1994 1995 1996 4-9.9] 1998 Credit for Parcel or Land Only If Applicable () I 3. t>t X $ '<%. . J ~ U = (Rate X Assessed Value) X $ (Rate X Assessed Value) Improvement (if after annexation date) Rate per $1,000 Assessed Value 2.18 1.75 1.35 1.17 1.03 0.86 0.71 0.57 O-,-lU 0.18 /4 , ~ 't CREDIT TOTAL =$ 14, ~'Y RUNOFF COEFFICIENTS FOR STORM DRAINAGE (For Estimating Purposes Only) ResidentiaL...........,.,............ ' Commerical................. ........ IndustriaL................ .............. Governmental... .,........,. ...,.... 0.4 0.9 O,~ 0.5 ~.'. ,::., '.' " FlXUNIT.WPD IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT