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HomeMy WebLinkAbout1517 W 15th St - BuildingElectical Permit 1517 W 15 St 13 -150 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH 7*1 1 121, 13 f �4CF SERVICE 2 1l L i1 i- ROUGH-IN FINAL Z i 1 1133 1 6 Y` T l �O COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Manu. home service Owner SUMMER VALLEY HOMES, LLC 5014 S. MTN TERRACE WAY PORT ANGELES WA 98362 (360) 461 -5620 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 120.00 2/08/13 8/07/13 Qty Unit Charge Per 1.00 120.0000 ECH EL -MANF HOME SERVICE FEEDER Fee summary Charged Permit Fee Total Plan Check Total Grand Total 120.00 .00 120.00 Signature of owner or Electrical Contractor X G:\EXCHANGE\BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 13- 00000150 603150 1517 W 15TH ST 06-30-00-0-4- 0870 -0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY 0 Contractor KIRSCH ELECTRIC INC. P. 0. BOX 3396 SEQUIM WA 98382 (360) 683 -6819 Paid Credited Due 120.00 .00 120.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Plan Check Fee Valuation .00 .00 .00 Date 2/08/13 .00 .00 .00 .00 0 Extension 120.00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Pb: (360) 417 -4735 Fax: (360) 417 -4711 Date: al 7 i3 Plan Review Ma Be Requi�, Please C mplet Electrical plan Review Information Sheet Job Address: ('rj l �t J j Building Square Footage: Description of above 0 .201wrarointarammint ice' r�{Gues�cicQ Owner Info ion Contract9r Informa Name: _A...,,-• kiwi Name; 1SIr5CIn f1'1C.a4C_ Mailin Address 1.17N E .y l'o' Mailing Address: P0 Box k' City: State: Inc k1 Zip: jam City: jeLlyLtry1 State CVa _Zip: Phone: Esc: Phone ;l'oo -�a '3- -691`1 Fax 3 &Yr 6k -3� License Exp. License Exp. Item Unit Charge Service /Feeder 200 Amp. 120.00 Service/Feeder 201.400 Amp. 146.00 Service/Feeder 401 -600 Amp 205.00 Service/Feeder 601 -1000 Amp. 262.00 Service/Feeder over 1000 Amp. 373.00 812 Single Family Dwelling 4 ELEC iii:,[ INSPECTION'S t�h Total (Qty Multiplied by Unit Charge) Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 63.00 Each Additional Branch Circuit 5.00 Branch Circuits 1-4 75.00 Temp. Service/ Feeder 200 Amp. 93.00 Temp. Servlce/Feeder 201 -400 Amp. 110.00 Temp. Service/Feeder 401-600 Amp. 149.00 Temp. Service/Feeder 601 -1000 Amp 168.00 Portal to Portal Hourly 96.00 Signal Circuit/ Limited Energy -1 2 Family Dwelling 64.00 Manufactured Home Connection 120.00 f Renewable Electrical Energy 5KVA System or Less 102.00 Thermostat 3 56.00 Note: $5.00 for each additional Total NEW CONSTRUCTION ONLY: First 1300 Square Ft. 120.00 Each Additional 500 Square Ft. or Portion of 40,00 Each Outbuilding or Detached Garage 74.00 Each Swimming Pool or Hot Tub 110.00 2-0 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that t am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N_E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: O cash Check f'credit Casa it on -6 Dated: 42-1 4- 1 3 0110112012 Building Permit 1517 W 15`" St 12 -1240 Application Number 12- 00001240 Application pin number 964360 Property Address 1517 W 15TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-4- 0870 -0000- Application type description RES MANUFACTURED HOME Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 60000 Application desc 1456 SQ FT MANF HOME W/32 SQ FT PORCH Owner Permit Additional desc Permit Fee Issue Date Expiration Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 SUMMER VALLEY HOMES, LLC 5014 S. MTN TERRACE WAY PORT ANGELES WA 98362 (360) 461 -5620 Qty Unit Charge Per Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per T:Forms /Building Division /Building Permit BL MANUFACTURED 1456 SQ FT MANF 230.00 1/10/13 7/09/13, BASE FEE Contractor OWNER HOME HOME W/32 SQ P Plan Check Fee Valuation PUBLIC WORKS RES WATER SERV 5/8" DROP IN METER 420.00 Plan Check Fee 1/10/13 Valuation 7/09/13 1.00 420.0000 EA PW WATER METER DROP IN Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. October 9, 2012 1:34:24 PM sroberds. The proposal will result in placement of a mfg home in the RS -7 for total lot coverage of 21 No land use issues I 4d i A a r J 4 Date 1/10/13 .00 60000 Extension 230.00 .00 60000 Extension 420.00 Permit SANITARY SEWER HOOK UP Additional desc Permit Fee 150.00 Plan Check Fee .00 Issue Date 1/10/13 Valuation 60000 Expiration Date 7/09/13 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified he in or not. Thelgranting of a permit does not presume to give authority to violate or cancel the provisions of any stator ...1 law /reefing constrruc on or the perfor nce of construction. construction. Date Print Name Signature of Contractor or Authorized Agent Signature o Owner (if owne 's b ilder) Inspection Type Date Accepted By Date Comments FOUNDATION: 417 -4735 Footings Construction R.W. PW Engineering Stemwall Foundation Drainage Downspouts 417 -4653 Piers Planning 417 -4750 Post Holes (Pole Bldgs.) Building PLUMBING: FINAL Date Accepted by Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: FINAL Date Accepted by Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections. 417 -4815 Electrical Inspections 417 4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page Application Number 12- 00001240 Date Application pin number 964360 Special Notes and Comments anticipated. Electrical load calculations and electrical permits are required. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417 -4831 Use existing driveway, any changes to existing driveway will require separate permits. Concrete with exposed aggregate or other non- standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417 -4831 Other Fees Fee summary T:Forms /Building Division /Building Permit RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Permit Fee Total 800.00 800.00 .00 Plan Check Total .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 Grand Total 6094.50 6094.50 .00 1/10/13 770.00 2260.00 4.50 2260.00 Due .00 .00 .00 .00 2 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: FINAL Date Accepted by Under Floor Slab Rough In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: _SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: _SHORELINE: Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit LAI Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER:_ Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1456 SQ FT MANE HOME W/32 SQ FT PORCH Owner SUMMER VALLEY HOMES, LLC 5014 S. MTN TERRACE WAY PORT "ANGELES WA 98362 (360) 461 -5620 T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 12- 00001240 964360 1517 W 15TH ST 06-30-00-0-4- 0870 -0000- RES MANUFACTURED HOME RS7 RESDNTL SINGLE FAMILY 60000 Contractor OWNER Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. October 9, 2012 1:34:24 PM sroberds. The proposal will result in a mfg home RS -7 for total lot coverage of 21 No land..use.issues. anticipated. Electrical load calculations and electrical permits are required. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 -hour advance notice is required. Public Works Inspection request line 417 -4831 Use existing driveway, any changes to existing driveway will require separate permits. Concrete with 'exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior' to pouring concrete. Public Works inspection request line 417 -4831 Date 2/07/13 Permit PLUMBING PERMIT Additional desc MANUFACTURED HOME Permit Fee 72.00 Plan Check Fee Issue Date 2/07/13 Valuation Expiration Date 8/06/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 EA PL -WATER LINE 7.00 1.00 15.0000 EA PL LINE 15.00 .00 0 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Other Fees RES UNDERGRND SERVICE FEE 770.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is;not commenced within,180,days, ifrconstruction,or.work is suspended or abandoned for a period- of 180 days after the work has commenced; or if requiredinspections have riot been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know -the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate •r a cel the prov ons of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: FINAL Date Accepted by Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL'INSPECTIONS REQUIRED PRIOR TO OCCUPANCY USE SEPA: ESA: SHORELINE: InspectionType' Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total' Other Fee Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Charged Paid Credited T:Forms /Building Division /Building Permit 12-00001240 964360 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 72.00 72.00 .00 .00 .00 :00 5294.50 5294.50 .0,0 5366.50 5366.50 .00 Page 2 Date 2/07/13 Due .00 .00 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is;,not commenced within 1:80,days, if construction,or.work is suspended or abandoned for a period of 180 days after the work has commericed,-or if required.inspec'tiens'have not been. requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: FINAL Date Accepted by Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: Accepted by Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL "INSPECTIONS, REQUIRED PRIOR TO OCCUPANCY /'USE SEPA: ESA: SHORELINE: Inspection Type r Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T: Forms /Building Division /Building Permit J Floor Areas Basement 1 Floor 2 Floor 3`d Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent Property Owner Property Owner's Addr s Contractor /Engineer �r,� Contractor /Engineer's Addr- s 5 9 4/p License ,(u y,Q.r/ Lp Q Le A /6/ 7 S'� r PROJECT ADDRESS /O r /6 Parcel Number g nOn Lot /6 Zoning proiect Type Brief Description; Residential Commercial Check all that apply ,Check Construction Multi-family Industrial Addition Remodel Repair Re -roof Demolition Sign wall- mounted Total sign area projecting freestanding awning other sq. ft. Maximum allowed sign area sq. ft. Heat System Heat pump wood- burning stove gas fireplace pellet stove other Other Total footprint of structures 498 Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? Existing (so. ft.) Proposed (se. ft.) have read and completed this application and know it to be true and correct. understand that it is my respopsibili#yto detenni what permits are requi projects. Date z /Z Print Name— d c Ofid 9 Sig Website Version Dec. 2007 Phone 4-57 5' L/ 3 LL A I I i1_� Pi J` L /r 3 Jff,_Il t #i L )-1-6 3 z hone l 7 7 9 (9.8 Z Expires persq.ft. TOTAL VALUATION sq. ft. Lot size 700 G sq. ft. Lot coverage a& 3 A ft. Occupancy group Occupant load Construction type ed to btain of bedrooms of full baths of half baths ty for this pe s prior to w it and ing on Parcel" Parcel Date: DISCLAIMER** Any changes made by the Assessor's Office are for tax purposes only. Your decision to request the Assessor's Office to segregate these parcels may may not affect present or future ability to build or subdivide the subject land.' Please contact the City of Port Angeles Planning Department regarding the future consequence of segregation of these parcels. :ST TO SEGREGATE2.doc Parcel Parcel Parcel Requested by: Signed by: J �GLnr�� n City Code: (IF APPLICABLE) Clallam County Assessor's Department 223 East 4th Street, Suite 2, Port Angeles, WA 98362 Phone: 360-417-2400 Fax: 360-417-2299 REQUEST TO SEGREGATE For Tax Purposes Only f')2 G �e,e v�.G1 E'S' e C LAND ONLY.' LAND ONLY .LAND ONLY LAND ONLY: LAND ONLY Date: q-/g-/2___ Processed By: Date: Pam Rushton, Assessor Shirley Almaden, Administrative Manager Mike Hopf, Technical Operation Manager Phone 94(j 32� LAND BUILDING LAND BUILDING LAND BUILDING LAND BUILDING LAND BUILDING Please have this acknowledged by the City of Port Angeles Planning Department be fore returning to the Assessor's Office for processing: We acknowledge that we have been notified of the above request for segregation and understand it is for tax purposes only and does not represent a legal segregation of land. i**********'*'*`*************'***.******** 140.00' 7' side set back sewer water Proposed Home 28x52 20' front set back 12' easement existing 6' concrete sidewalk 50.00' 20' rear set back 6' Proposed future garage 20x20 Proposed concrete driveway 12x35 Existing concrete entrance West 15th St Sampson, Barbara Lot 16 West 15th St Port Angeles 98362 Parcel 063 000 040 870 scale 1 =20' as of 9/10/12 North CITY OF PORT ANGELES Construction Mum The Issuance of this permit trs'd upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of ail codes and ordinances of this jurisdiction. Approval Date SLA rg kJkd 4 f IL urC AttSr ass 13' -6° CARPET LAYOUT STANDARD CARPET IMNC ROOM DINING ROOM MASTER BEDROOM BEDROOM j2 k 1 A UNR 1 J 0 w:r- M lJ lJ Lno O 1-NO di LINO 1 4L 70492 ST-U OPTIONAL CARPET f iu LnuO 1240 2640 3200 t-ar 4'.p 3.6 3+6' P -0' 4.2" 3'.10 02' 4 0. 4 4 3'-6 14 r-6 M4 a B -UNIT 201 mica 3760 6000 7400 13.6 a 62-0 DILLL I'I A O Eal 4 0 2 i I. 11 T 11 L I 1 1 I 1 Manufacturing n Went, Inc. Albony Division Plant 1972 2445 S.W. PACIFIC BLVD. ALBANY, OR 97321 Phone (541) 926 -8631 Fox (866) 491 -6847 DRAWING TITLE CARPET PIER LOC. ORIGINAL DRAWING eY G. LUND SIOEWALL: 4 OR 6 4° WALLS PRODUCT INSPIRATION MODEL N0, INS 821F LEGEND SET —UP NOTES: PIERS PER TABLE 5 THROUGH 5C OF INSTALLATION MANUAL PIERS REED FOR 301 ROOF HIGHER I. CENTERUNE PIERS MUST BE LOCATED UNDER RIDGE 2. THE STANDARD CONFIGURATION OF THIS HONE NAY HAVE BEEN 1,404 GA 3 -6 -12 Vi SEE TABLE 79 OR 7C OF INSTALLATION MANUAL FOR SPACING AND LOADING BEAM SUPPORT POSTS. MODIFIED. A CUSTOM PRINT SHOULD BE PRONGED. IF NOT, THE SET -UP CONTRACTOR SHALL C41 CNN MANUFACTU(NNG WEST FOR A CUSTOM PIER PRINT. 1 REVISED (D N co CD cc 117 0 r. 1)EPAR1 N1ENT OF LABOR A:`■D IM.)1JSTRIES CERTIFIED AS PROVIDED BY LAW AS MAIN HOME INSTALLER CERT. '4 EXP. DATE /..1100 MABRYS*96 10/31/2013 EFFECTIVE DATE 10.•212G04 NIABRI, SHANE l'O BOX 558 PORT ORCHARD WA 98,366 CC (J) Clallam County Assessor Treasurer Property Details 70 SUMMER VALLEY HOMES LLC for Ye... Page 1 of 3 Clailam County Assessor Treasurer 60270 SUMMER VALLEY HOMES LLC for Year 2011 2012 Property Account Property ID: Geographic ID: Type: Tax Area: 0630000408700000 Real 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 91 Open Space: N DFL N Historic Property: N Remodel Property: N Multi Family Redevelopment: N Township: Range: Location Address: W FIFTEENTH ST PORT ANGELES, WA 98363 Neighborhood: PA West Res Neighborhood CD: 5151000 Owner Name: SUMMER VALLEY HOMES LLC Mailing Address: 5014 S MTN TERRACE WAY PORT ANGELES, WA 98362 Taxes and Assessment Details Property Tax Information as of 09/24/2012 Amount Due if Paid on: Click on "Statement Details" to expand or collapse a tax statement. Year Statement ID lk Statement Details 2012 42690 Statement Details Taxable Value: Taxing Jurisdiction Levy Code Description STATE SCH STATE SCHOOL 60270 First Half Base Amt. 2.3523324994 CC GENERAL CLALLAM 1.2567736569 15/7 W NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Second Half Base Amt. 2011 154859 $369.25 Values Improvement Homesite Value: $0 Improvement Non Homesite Value: $0 Land Homesite Value: $0 Land Non Homesite Value: $68,000 Curr Use (HS): $0 $0 Curr Use (NHS): $0 $0 Market Value: $68,000 Productivity Loss: $0 Subtotal: $68,000 Senior Appraised Value: $0 Non Senior Appraised Value: $68,000 Total Appraised Value: $68,000 Senior Exemption Loss: $0 Exemption Loss: $0 $68,000 Owner: SUMMER VALLEY HOMES LLC Ownership: 100.0000000000% Total Value: $68,000 Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP $68,000 Legal Description: Agent Code: Section: Mapsco: Map ID: 3 LOTS 15 16 BL 408 SUR V30P28 ASUR V66 P54 Owner ID: 54950 Ownership: 100.0000000000% Exemptions: $380.15 $380.10 $0.00 $0.00 $380.15 $380.10 Penalty 1 Interest Base Paid 1 Amount Due $369.18 $0.00 $0.00 $738.43 $0.00 Levy Rate !Appraised Value! Taxable Value $68,000 $68,000 Estimated Tax 5159.96 $68,000 $85.46 Lee_ ,D) 97 67B 11 http: /websrv8.clallam. net propertyaccess /Property.aspx ?cid =0 &year =2011 &prop_id =60270 9/24/2012 Figure 52 and Figure 53 illustrate typical anchor locations for a double section home in Wind Zone I and Wind Zones II and III respectively. STANDARD PIER AREA LARGE OPENING 48" OR MORE a LARGE OPENING t s F v STANDARD PIER AREA COLUMN VERTICAL V V TIEDOWN p��p I SMA OPE G 5 s l Zgse HIGH PIER AREA LARGE OPENING i STANDARD PIER AREA SYMBOL LEGEND STANDARD SIDEWALL VERTICAL TIEDOWN LONGITUDINAL TIEDOWN 9© SIDEWALL FRAME TIEDOWN MULTI SECTION FLOOR SHOWN SEPARATED FOR CLARITY DOUBLE WIDE FLOOR SHOWN SEPARATED FOR CLARITY I -BEAM SIDEWALL FRAME ANCHORS Use Tables 18, 19 and 20 to determine the spacing between anchors for Wind Zones I, II and III, respectively. Spacing requirements will vary depending on the type of home (single or multi- section), the slope of the roof, the width of the floor for each section, the sidewall height, I -beam spacing and.the height from the ground to the strap attachment point. Determine the values for the home. Using the table for the appropriate wind zone, determine the column and row that corresponds to the characteristics of the home. The value on the tables is the maximum distance between anchors. Keep in mind that sidewall frame tie downs must be located no more than two feet from each end of home. Flood and seismic forces. The stabilizing system re- quirements in this chapter do not consider flood or seismic loads and are not intended for use in flood or seismic hazard areas. In those areas a registered engineer or registered archi- tect must design the stabiliz- ing system. Alternate foun- dation designs must be ap- proved by the manufactu- rurer and DAPIA. The Alter- nate Foundation Approval form (Appendix A) must be completed and submitted with the proposed founda- tion.design. Figure 52. Typical anchor lo- cations for a double section home in Wind Zone I Figure 53. Typical anchor lo- cations for a double section home in Wind Zones 11 or 111 Maximum spacing require- ments. The LAHJ may have anchor spacing require- ments that supercede the values provided in this ma- nual. 9-/z/-/2_ s,..„ 224/4 it,zac -I) >6.004Pz. Az doi d 044.rj,_ 4(3. d 1 i P.vz4;41) iA41:t Y) -L, .1.) 4 .4 1)--d- /4 2 A C C2 4E3 rtfeti e-' D Summer Valley Homes LLC hereby give permis ion to Buy Rite Homes to pay for and obtain a building permit onlot 16 BLK 408 now owned by Summer Valley Homes LLC. Date 10 -16 -2012 Wilbur B Gavin Member Summer Valley Homes LLC 2510 W 10 St Port Angeles, WA 360 461 -5620 RECEIVED CITY OF PORT ANGEL BUILDING DIVISIO OCT 162012 %II Figure 52 and Figure 53 illustrate typical anchor locations for a double section home in Wind Zone I and Wind Zones II and III respectively. F -G s F LARGE OPENING STANDARD PIER AREA LARGE OPENING 48" OR MORE COLUMN VERTICAL V V TIEDOWN p��p J sl LARGE OPENING SMALL IF G sT sT., STANDARD HIGH PIER AREA STANDARD PIER AREA PIER AREA SYMBOL LEGEND p STANDARD SIDEWALL VERTICAL TIEDOWN LONGITUDINAL TIEDOWN SIDEWALL FRAME TIEDOWN MULTI-SECTION FLOOR SHOWN SEPARATED FOR CLARITY DOUBLE WIDE FLOOR SHOWN SEPARATED FOR CLARITY I -BEAM SIDEWALL FRAME ANCHORS Use Tables 18, 19 and 20 to determine the spacing between anchors for Wind Zones I, II and III, respectively. Spacing requirements will vary depending on the type of home (single or multi- section), the slope of the roof, the width of the floor for each section, the sidewall height, I -beam spacing and the height from the ground to the strap attachment point. Determine the values for the home. Using the table for the appropriate wind zone, determine the column and row that corresponds to the characteristics of the home. The value on the tables is the maximum distance between anchors. Keep in mind that sidewall frame tie downs must be located no more than two feet from each end of home. IZI Flood and seismic forces. The stabilizing system re- quirements in this chapter do not consider flood or seismic loads and are not intended for use in flood or seismic hazard areas. In those areas a registered engineer or registered archi- tect must design the stabiliz- ing system. Alternate foun- dation designs must be ap- proved by the manufactu- rurer and DAPIA. The Alter- nate Foundation Approval form (Appendix A) must be completed and submitted with the proposed founda- tion design. Figure 52. Typical anchor lo- cations for a double section home in Wind Zone I Figure 53. Typical anchor lo- cations for a double section home in Wind Zones II or 111 Maximum spacing require- ments. The LAHJ may have anchor spacing require- ments that supercede the values provided in this ma- nual. supports must be placed no further than 8 feet on- center. If required, perimeter supports are only needed on bearing walls. For 20 psf roof live load, perimeter support is only required at exterior doors and other openings 48" and larger, un- less noted otherwise. Supports may be added at each corner of each endwall for leveling purposes, but are not required. Bearing wa Is are those walls that support the ends of roof trusses or rafters (typically sidewalls and marriage walls but not end walls of main units or sidewalls of tag units). To minimize the number of required perimeter supports, space them evenly between point load supports as shown in Figure 9 and Figure 10 (but not under open spans). These fig- ures identify typical support locations for homes requiring perimeter supports. OPTIONAL CORNER PIERS PERIMETER BLOCKING PIERS A DOOR PIERS r. PORCH POST PIER DOOR OR OPENING LESS THAN 48 IN IN WIDTH -9 B -9- B -12- -9- -8- B -la- B B B ORCI- I FRAM El e 1} 1E1 El DOOR PIERS PERIMETER BLOCKING PIERS /51 i I BEAM FRAME MEMBERS MARRIAGE WALL PIERS FRAME PIERS I -BEAM FRAME MEMBERS COMBINED SPAN (A +B) L RIDGEBEAM\ 11 11 11 SPAN C PAN B COLUMN POST OR WALL LESS THAN 16 IN. IN WIDTH SPAN A J FOOTING SIZED AND SPACED PER TABLE 7 4, 4' MAIN 1 -BEAM FOOTING FOOTING FOOTING FOOTING SIZED FOR SIZED AND SIZED FOR SIZED FOR SPAN C PER SPACED PER SPAN B PER SPAN A +B TABLE 5 TABLE 7 TABLE 5 PER TABLE 5 FOOTING SIZED FOR SPAN A PER TABLE 5 CALCULATE LOADS Use Tables 7 -7c to determine the loads on frame and perimeter supports for homes requir- ing perimeter blocking. Find the chart with the appropriate sidewall eave overhang. Then, find the column with the Appropriate roof load.and section-width.,Find,the group of rows cor- responding to the selected support spacing. The values in the intersecting cells are the loads for the frame, perimeter and marriage line supports respectively. Loads on supports of a given type (frame, perimeter or marriage) can be assumed to be equal if support spacing is equal. However, if different support spacings are used then each support with a different spacing should be calculated separately. Loads for piers installedat 5, 7 and 9 feet on- center can be estimated by adding the loads for the higher and lower spacing and dividing in half (eg. the load for frame piers 26 4 pier located near the end of each I -beam such that there is no more than 24 inches as measured from the outside edge of the floor to the center of the pier. Figure 9. Typical support lo- cations for homes requiring perimeter supports Figure 10. Typical marriage line support locations for homes requiring perimeter supports A perimete support must 4 feet'of col- umn supports and the corner of the home when the home is designated for perimeter blocking. The loads listed in Tables 5 for homes greater than 20 psf roof load include the additional 4 foot span. TABLE 6b. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS (LBS) Roof Load Zone and Max. Home Width (12" Max. Sidewall Eave Overhang) South (20 psf) Middle (30 psf) North (40 psf) Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft Upto4' >4'to6' >6'to8' >8'to10' 2300 3250 4200 5150 2624 2948 3736 4222 4848 5496 5960 6770 3191 2540 2904 3268 4587 5757 7378 3541 3610 4156 4702 5112 4680 5408 6136 6682 5750 6660 7570 8253 2780 3184 3588 3891 3970 4576 5182 5637 5160 5968 6776 7382 6350 7360 8370 9128 Pier Spacing Up to 4' >4'to6' >6'to8' >8'to10' TABLE 6c. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS (LBS) Roof Load Zone and Max. Home Width (24" Max. Sidewall Eave Overhang) South (20 psf) 20 ft 24 ft 28/42 ft 32/48 ft 20 ft 2420 2744 3068 3311 3430 3916 4402 4767 4440 5088 5736 6222 5450 6260 7070 7678 Middle (30 psf) 24 ft 28/42 ft 32/48 ft 20 ft 2700 3064 3428 3701 3850 4396 4942 5352 5000 5728 6456 7002 6150 7060 7970 8653 North (40 psf) 24 ft 28/42 ft 32/48 ft 2980 3384 3788 4091 4270 4876 5482 5937 5560 6368 7176 7782 6850 7860 8870 9628 Calculate Loads Use Table 6d to determine the loads on supports below openings in the sidewall when peri- meter blocking is not required. Find the row with the appropriate opening span. Then, find the column with the a. ro. riate floor width. The number in the intersectin cell is the load. TABLE 6d. LOAD ON PIER FOOTINGS AT OPENINGS ALONG THE SIDEWALL (LBS) Roof Load Zone and Max. Home Width (24" Max. Sidewall Eave Overhang) South (20 psf) Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing 10/20 ft Up to 3' 1025 1100 1175 1244 1306 >5' to 6' 3' to 4' 1150 1240 1330 1413 1488 >6' to 8' 4' to 5' 1275 1380 1485 1581 1669 >8' to 10' Middle (30 psf) Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft Up to 3' >3'to4' >4'to5' 18 ft 1200 1300 1400 1492 1575 1360 1480 1600 1710 1810 1520 1660 1800 1928 2045 North (40 psf) Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft Up to 3' >3'to4' >4'to5' 18 ft 1375 1500 1625 1740 1844 1570 1720 1870 2008 2133 1765 1940 2115 2275 2421 Pier Spacing >5' to 6' >6' to 8' >8' to 10 Pier Spacing >5' to 6' >6' to 8' >8' to 10' South (20 psf) 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft 1400 1520 1640 1750 1850 1650 1800 1950 2088 2213 1900 2080 2260 2425 2575 Middle (30 psf) 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft 1680 1840 2000 2147 2280 2000 2200 2400 2583 2750 2320 2560 2800 3020 3220 North (40 psf) 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft 1960 2160 2360 2543 2710 2350 2600 2850 3079 3288 2740 3040 3340 3615 3865 MAT RIAALS STEP 3. DESIGN FRAME AND PERIMETER SO .M4e�/ (Homes With Perimeter Blocking) D DETERMINE LOCATIONS Depending on design and location, some homes require regaarl supports along all of the sidewalls and marriage walls in adc 'lonrW raPa4E n sidewall and marriage wall supports will be indicated by pielgs; labels means. Perimeter blocking requirements may also be noted* thg �F TEt pacing frame supports. There must be a support 1 -BEAM Figure 52 and Figure 53 illustrate typical anchor locations for a double section home in Wind Zone I and Wind Zones 11 and 111 respectively. NEAR BEAM TIEDOWN AREA 8� —e LAR7PENING sc .1— 91— s_ ss, SMALL OPENING NEAR AND FAR BEAM TIEDOWN AREA FRAME TIEDOWNS MAY BE SECURED TO BOTH NEAR AND FAR BEAMS (WIND ZONE 1 ONLY) OR EITHER NEAR OR FAR BEAMS (WIND ZONE 2 AND 3) AS REQUIRED BY TABLES 18, 19 AND 20. NEAR BEAM TIEDOWN AREA LARGE OPENING 48" OR MORE A LARGE OPENING C-- V V COLUMN VERTICAL V V TIEDOWN p��p NEAR BEAM FAR BEAM TIEDOWN AREA IEDOWN AREA e 8© 75 NEAR BEAM TIEDOWN AREA SYMBOL LEGEND STANDARD SIDEWALL MARRIAGEWALL FRAME VERTICAL TIEDOWN TIEDOWN s LONGITUDINAL TIEDOWN sS SIDEWALL FRAME TIEDOWN MULTI SECTION FLOOR SHOWN SEPARATED FOR CLARITY DOUBLE WIDE FLOOR SHOWN SEPARATED FOR CLARITY I -BEAM SIDEWALL FRAME ANCHORS Use Tables 18, 19 and 20 to determine the spacing between anchors for Wind Zones I, II and III, respectively. Spacing requirements will vary depending on the type of home (single or multi- section), the slope of the roof, the width of the floor for each section, the sidewall height, I -beam spacing and the height from the ground to the strap attachment point. Determine the values for the home. Using the table for the appropriate wind zone, determine the column and row that corresponds to the characteristics of the home. The value on the tables is the maximum distance between anchors. Keep in mind that sidewall frame tie downs must be located no more than two feet from each end of home. Flood and seismic forces. The stabilizing system re- quirements in this chapter do not consider flood or seismic loads and are not intended for use in flood or seismic hazard areas. In those areas a registered engineer or registered archi- tect must design the stabiliz- ing system. Alternate foun- dation designs must be ap- proved by the manufactu- rurer and DAPIA. The Alter- nate Foundation Approval form (Appendix A) must be completed and submitted with the proposed founda- tion design. Figure 52. Typical anchor lo- cations for a double section home in Wind Zone I Figure 53. Typical anchor lo- cations for a double section home in Wind Zones II or 111 Maximum spacing require- ments. The LAHJ may have anchor spacing require- ments that supercede the values provided in this ma- nual. FRAME TIEDOWN SPACING Table 18 Table 18a Table 18b Table 18c Table 18d Table 18e Table 18f Table 18g Table 18h Table 19 Table 19a Table 19b Table 19c Table 20 Table 20a Table 20b Table 20c Wind Zone 1 Tiedown S•acin Single Section Roof Pitch 36/12 Ma Multi Section ?Roof Pitch 4 3 6/12Maz Triple Sector Roof'Pitch 4 36112 Max Wind Zone 1 Tiedown Spacing High Pitch Truss Multi Section Roof Pitch 5/12 Max Triple Section Roof Pitch 5/12 Max.' Multi Section Roof Pitch6 /12 -Maz Trple Section Roof Pitch 6/12 Max tMulti Section�RooPPdch 7!12 Max:: T�iple,Section Roof•Pitc h7/12',Max Wind Zone 2 Near I -Beam Tiedown Spacing Wind Zone 2 Far I -Beam Tiedown Spacing Wind Zone 2 Near I -Beam Tiedown Spacing High Pitch Truss Table 19d Wind Zone 2 Far I -Beam Tiedown Spacing High Pitch Truss Table 19e Table 19f Table 19g Pa.e No. Single Section Roof Pitch 4 :36/12 Max. Multi Section=Roof,Pitch 4.36/12 Max. Single Section Roof Pitch 4 3612 Max ?Multi Section Roof' 4:36/12, Max:,r Multi Section" Roof;Pitch 5/12 Maxi x Multii Section Roof Pitch 5/12 Ma Multi Section Roof 6/12 Ma Multi Section' Roof Pitch7,712 Ma Wind Zone 3 Near I -Beam Tiedown Spacing Single Section Roof Pitch 4 36!12 Max" Multi, Section Roof',Pitch 4 36/12 Max.; Wind Zone 3 Far I -Beam Tiedown Spacing Single Section Roof Pitch 4 36/12 Max Multi Section Roof Pitch 4°.36 /12 Max TIEDOWN LIMITATIONS AND SPECIFICATIONS Anchors shall be certified for site conditions including soil type for design capacity of 3150 lbs. with resistant pull load ap- plied at a minimum 30 degree angle from horizontal. Anchors may be inset from the edge of the sidewall 6" maximum for a near beam set and 10" minimum for a far beam set. The floor widths listed in the following charts include the following ranges of widths: 10 Wide =120" 12 Wide 136" 144" 14 Wide 156" 168" 16 Wide 180" 190" 18 Wide 204" 210" 20 Wide =120" 24 Wide 136" 144" 28 Wide 156" 168" 32 Wide 178" 186" The maximum overhang allowed for a single section is 6" and the maximum overhang allowed for a multi section is 24 The following frame tiedown charts list the maximum floor height measured from the top of the grade to the connection point of the tiedown strap to the I -beam. Cross reference the maximum allowable pier height (Table 9 and Table 12) with maximum allowable floor height listed in the frame tiedown charts. If maximum height listed in frame tiedown charts is ex- ceeded then designs must be provided by a registered professional engineer or registered architect. Contact the manufacturer if the home you are attempting to set has a floor width, I -beam spacing, wall height or roof pitch that is not shown in any of the following charts (or listed as NA). The listed after any tiedown spacing signifies that a 60 degree angle has been exceeded and an additional strap must be added to the far beam. Verify that the anchor spacing required in the following charts is greater than the minimum allowable spacing of the type of anchor installed. Verify that sidewall vertical tiedown bracket spacing meets the requirements for Wind Zone 2 3 homes. Bracket spacing may be increased or additional brackets may be added as required. 76 PREPARED 4/01/13, 11:37:25 PROGRAM BP521L CITY OF PORT ANGELES APPLICATION PROPERTY ADDRESS STRUCTR PERMIT INSPECTION HISTORY REPORT 0 /00 /00 THRU 0 /00 /00 ASSESSOR PARCEL NUMBER ALTERNATE ID INSPECTION 12 00001240 1517 W 15TH ST 06- 30- 00 -0 -4- 0870 -0000- 063000040870 000 000 BLM 00 BL MANUFACTURED HOME BLRI 0001 BLDG REBAR INSPECTION 1/22/13 APPROVED REQ COMM: January 22, 2013 8:38:42 AM pbarthol. REQ COMM: Birdie 681 -0777 RES COMM: January 22, 2013 1:25:45 PM jlierly. RES COMM: Quarry spawl bedding with ground water drain down the center RES COMM: running north /south direction. No ground rod installed with RES COMM: this fnd jll PAGE 1 RESULT DATE /STATUS INSPECTOR JLL 000 000 BLM 00 BL MANUFACTURED HOME BLBT 0001 BLDG MFG HOME BLOCK /TIEDO 2/06/13 APPROVED JLL REQ COMM: February 6, 2013 8:47:14 AM pbarthol. REQ COMM: Birdie 681 -0777 RES COMM: February 6, 2013 4:21:19 PM jlierly. 000 000 BLM 00 BL MANUFACTURED HOME BL99 0001 BLDG FINAL 2/19/13 APPROVED JLL REQ COMM: February 19, 2013 9:48:52 AM pbarthol. REQ COMM: Birdie 670 -5014 RES COMM: February 19, 2013 4:42:40 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL6 0001 PLUMBING WATER SUPPLY 2/07/13 DISAPPROVED JLL REQ COMM: February 7, 2013 8:34:34 AM pbarthol. REQ COMM: Don 360 -516 -3587 RES COMM: February 7, 2013 4:02:54 PM jlierly. RES COMM: Sleeve line or bed in cusion sand per code. /jll 000 000 PL 00 PLUMBING PERMIT PL6 0002 PLUMBING WATER SUPPLY 2/11/13 APPROVED JLL REQ COMM: February 11, 2013 12:26:10 PM pbarthol. REQ COMM: BIRDIE 670 -5014 RES COMM: February 11, 2013 3:35:20 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 2/19/13 APPROVED JLL REQ COMM: February 19, 2013 9:49:19 AM pbarthol. REQ COMM: Birdie 670 -5014 RES COMM: February 19, 2013 4:42:40 PM jlierly. 000 000 SSHU 00 SANITARY SEWER HOOK UP PW2 0001 PUBLIC WORKS SEWER CONNEC 2/06/13 APPROVED RV REQ COMM: RES COMM: