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2024 W 10th St - Building
Building Permit 2024 W 1 0`h St 13 - 142 CITY OF PORT ANGELES t DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00000142 Date 2/05/13 Application pin number . . . . 136594 Property Address . . . . . 2024 W 10TH ST ASSESSOR PARCEL NUMBER: 06-30-99-0-0-9210-0000- REPORTSALES TAX Application type description RES REPAIR On your state eXCI$e tax I011n Subdivision Name . . . Property Use to the City of Port Angeles Property Zoning . . . .. . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . 2303 ----------------------- Application desc REPAIR DAMAGE TO WALL; / 'INSTALL 4-NEW WINDOWS Owner Contractor CHAD AND MARY GALLAUHER CMU CONSTRUCTION 2024 W 10TH 1695 S. BAGLEY CREEK PORT ANGELES WA 98363 PORT ANGELES WA 98362 (360) 452-1771 Permit . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . REPAIR WALL ./ INSTALL 4 WINDOW Per Fee . . . . 109.75 Plan Check Fee .00 u Isse Date . . . . 2/05/13 Valuation . . . 2303. Expiration Date 8/04/13 Qty Unit Charge Per Extension BASE FEE 95.75 1.00 14.0000 THOU BL-2001-25K (14 PER K) 14.00 -------------------- Other ------- -Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 109.75 109.75 -.00 .00 Plan Check Total .00 .00 1.00 .00 Other'Fee Total 4:50 4:50 -.00- .00 - Grand Total 114.25 114.25 .00 .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 isnot commenced within 180 days,ifrconstruction or.work is suspended or abandoned for a period of 180 days after'the'work'has commenced, or if required:inspections'have'not been-regi ested 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) T:Forms/Building Division/Building Permit 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. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow Mater FINAL Date Accepted b 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: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs �1 Skirting �(v_ PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: �* Landscaping SHORELINE: ` FINALINSPEC TIONS REQUIRED PRIOR'TO OCCUPANCY/'USE Inspection Type ..Date Accepted By Electrical 417-4735 Construction-R.W. PW I Enclineerin 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit TH E � - � L CITY OFESFor City Use . ................ ,;,. ,. .. " Permit# /� — / - W A S-H I NJY G T Q N , U . S . Date Received: �• � ! 321 East 5"' Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 ' permits@cityofpa.us Building Permit Application Project Address: `ZO-ZQ4 Q , O� Main Contact: Phone # 3GO -u too- 0 11 �( Q-µL,tic (.,LL13fZICti E-Mail: Property Name I Phone Owner 0-443-t /l OV 6r,4.L 4W4E,2 '-)(CIO-UW-- 27(.0 Mailing Addreis fEmail City State Zip Paizi 4jUGC.L&s W I& Contractor Name �" � Phone �t tC x(321 e �/�U �:(1AX& (4 60--o t l Mailing Address Email (055 ! AGL&V C 0 City State Zjp%Ir Z PoIZI4 "L,&W tJA C•� Contractor License # Expiration: 0 (A- `7--1- Z0(3 Project Value: Zoning: Tax Parcel # Lot# $ 2 p Type of Residential rg Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair Reroof(tear off/lay over) ❑ For the following, fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ❑ Project 26PAl2 D4M q a G ALL- Description AQ o urs. w rA)0 o w f a R Aj q4QQz 0 - N N ow AAA F-F-4A,t✓ ti LL ge0 /n I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature Residential Structures For Office Use Area Description (SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot Coverage SQ FT Site coverage (all impervious+ %Site Coverage structures Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: f----Heater(Suspended—jloor,Recesse wall)--## BI Boil Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/H eat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how man of each a of fixture to be installed or relocated Plumbing Traps # Fuel gas piping # of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 1 PREPARED 4/01/13, 11:36:58 INSPECTION HISTORY REPORT PAGE 1 PROGRAM BP521L 0/00/00 THRU 0/00/00 _ CITY OF PORT ANGELES '-- ----- - --------------- APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR 13 00000142 2024 W 10TH ST 06-30-99-0-0-9210-0000- 063099009210 000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BAIR 0001 BLDG AIR SEAL 2/06/13 APPROVED JLL REQ COMM: February 6, 2013 8:42:12 AM pbarthol. REQ COMM: Chuck 460-0114 RES COMM: February 6, 2013 4:21:19 PM jlierly. 000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL3 0001 BLDG FRAMING 2/06/13 APPROVED JLL REQ COMM: February 7, 2013 4:05:57 PM jlierly. RES COMM: February 7, 2013 4:06:28 PM jlierly. 000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL99 0001 BLDG FINAL 2/07/13 APPROVED JLL REQ COMM: February 7, 2013 4:06:50 PM jlierly. RES COMM: February 7, 2013 4:07:31 PM jlierly. PREPARED 1/11/08 8 55 50 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/11/08 ADDRESS 2024 W 10TH ST SUBDIV TENANT NBR CHAD GALLAUHER CONTRACTOR PHONE OWNER LOLA L LEWIS/CHAD/M GALLAUHER PHONE (360) 457 3071 PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 07 00000619 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/10/07 PB BLDG FOUNDATION FOOTING TIME 09 00 7/10/07 AP 07/09/2007 09 22 AM LPANGRLE CHAD 457 3071 FOOTING REQUESTED A MORNING INSPECTION 'r 07/10/2007 04 22 PM PBARTHOL BLEW 01 7/31/07 JLL BLDG FOUND FTG/STEM WALL 7/31/07 AP 07/30/2007 02 45 PM LPANGRLE ' CHAD WORK 452 5095 EXT 126 CELL 775 1996 GARAGE REBAR & STEMWALL PERMIT IS ON THE PROPANE TANK 07/31/2007 04 37 PM JLIERLY BCF 01 9/05/07 JLL BLDG CONCRETE FLOOR TIME 01 00 9/05/07 AP 09/04/2007 10 26 AM LPANGRLE CHAD 452 5095 OR CELL 360 775 1996 CONCRETE SLAB POUR FOR GARAGE BUILD WED AFTERNOON INSPECTION 09/05/2007 04 23 PM JLIERLY BL3 01 1/08/08 JLL BLDG FRAMING TIME 01 00 1/09/08 DA January 7 2008 1 19 30 PM 1pangrle CHAD 452 5095 FRAMING HE DIDN T SPECIFY WHAT TYPE OF INSPECTION AFTERNOON January 9 2008 3 37 10 PM jlierly no plans and or permit can be found also main dwelling structure has garage enclosed and remodeled interior without permit BL3 02 1/11/08L BLDG FRAMING TIME 01 00 _ January 10 2008 4 08 19 PM 1pangrle CHAD 452 5095 EXT 2042 FRAMING AFTERNOON BL99 01 1/11/08 JLL BLDG FINAL TIME 01 00 January 10 2006 4 12 36 PM 1pangrle CHAD 452 5095 EXT 2042 BLDG FINAL AFTERNOON COMMENTS AND NOTES P u z PREPARED 1/08/08 10 37 21 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/08/08 ADDRESS 2024 W 10TH ST SUBDIV TENANT NBR CHAD GALLAUHER CONTRACTOR PHONE OWNER LOLA L LEWIS/CHAD/M GALLAUHER PHONE (360) 457 3071 PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 07 00000619 RES DETACHED GARAGE - ---- ----- - -- - - -- - PERMIT SPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/10/07 PB BLDG FOUNDATION FOOTING TIME 09 00 7/10/07 AP 07/09/2007 09 22 AM LPANGRLE CHAD 457 3071 FOOTING REQUESTED A MORNING INSPECTION 07/10/2007 04 22 PM PBARTHOL BLFW O1 7/31/07 JLL BLDG FOUND FTG/STEM WALL 7/31/07 AP 07/30/2007 02 45 PM LPANGRLE CHAD WORK 452 5095 EXT 126 CELL 775 1996 'GARAGE REBAR & STEMWALL PERMIT IS ON THE PROPANE TANK 07/31/2007 04 37 PM JLIERLY BCF O1 9/05/07 JLL BLDG CONCRETE FLOOR TIME O1 00 9/05/07 AP 09/04/2007 10 26 AM LPANGRLE CHAD 452 5095 OR CELL 360 775 1996 CONCRETE SLAB POUR FOR GARAGE BUILD WED AFTERNOON INSPECTION 09/05/2007 04 23 PM JLIERLY BL3 01 1/08/08 ALL BLDG FRAMING TIME O1 00 January 7 2008 1 19 30 PM 1pangrle CHAD 452 5095 FRAMING HE DIDN T SPECIFY WHAT TYPE OF INSPECTION AFTERNOON COMMENTS AND NOTES l S PREPARED 7/31/07 8 32 03 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/31/07 ADDRESS 2024 W 10TH ST SUBDIV TENANT NBR CHAD GALLAUHER CONTRACTOR PHONE OWNER LOLA L LEWIS/CHAD/M GALLAUHER PHONE (360) 457 3071 PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 07 00000619 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/10/07 PB BLDG FOUNDATION FOOTING TIME 09 00 7/10/07 AP 07/09/2007 09 22 AM LPANGRLE CHAD 457 3071 FOOTING REQUESTED A MORNING INSPECTION 07/10/2007 04 22 PM PBARTHOL BLFW 01 7/31 L BLDG FOUND FTG/STEM WALL 07/30/2007 02 45 PM LPANGRLE CHAD WORK 452 5095 EXT 126 CELL 775 1996 'GARAGE REBAR & STEMWALL PERMIT IS ON THE PROPANE TANK COMMENTS AND NOTES PREPARED 7/10/07 8 47 29 INSPECTION TICKET PAGE 14 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/10/07 ADDRESS 2024 W 10TH ST SUBDIV TENANT NBR CHAD GALLAUHER CONTRACTOR PHONE OWNER LOLA L LEWIS/CHAD/M GALLAUHER PHONE (360) 457 3071 PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 07 00000619 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/10/07 JLL BLDG FOUNDATION FOOTING TIME 09 00 07/09/2007 09 22 AM LPANGRLE �Q APFOOTING 457 3071 FOOTING REQUESTED A MORNING INSPECTION COMMENTS AND NOTES CITY OF PORT ANGELES Q DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION �J 321 EAST 5TH STREET PORT ANGELES,WA 98362 t Application Number 07 00000619 Date 6/18/07 Application pin number 965808 Property Address 2024 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 99 0 0 9210 0000 Tenant nbr name CHAD GALLAUHER Application type description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 16000 Owner Contractor LOLA L LEWIS/CHAD/M GALLAUHER OWNER 2024 W 10TH PORT ANGELES WA 98363 (360) 457 3071 Permit BUILDING PERMIT RESIDENTIAL Additional desc 30 X 36 DET STEEL GARAGE Permit pin number 103259 Permit Fee 291 75 Plan Check Fee 116 70 Issue Date 6/18/07 Valuation 16000 Expiration Date 12/15/07 Qty Unit Charge Per Extension BASE FEE 95 75 q l 14 00 14 0000 THOU BL-2001 25K (14 PER K) 196 00 O/v Special Notes and Comments l_ The Fire Department has reviewed the project application and has no comments 06/12/2007 11 33 AM SROBERDS The proposal will result in a detached garage in the RS 9 zone for total lot coverage of 6W No land use issues anticipated Electrical load calculations and elctrical permits are required Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE 4 50 �✓ Fee summary Charged Paid Credited Due Permit Fee Total 291 75 291 75 00 00 ^ Plan Check Total 116 70 116 70 00 00 v Other Fee Total 4 50 4 50 00 00 ! Grand Total 412 95 412 95 00 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 if construction or work is suspended or abandoned for a period of 180 days after the work as 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 AIA" Signature of Contractor or Authorized Agent Date Signature of ner(if owner is builder) Date T-\Policies\l 102_15 building permit inspection rccord05 wpd[1/4/20051 (m T BUILDING PERMIT INSPECTION RECO-FD () CALL41 7-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE S MINIMUM 24 HOUR NOTICE. ITIS UNLAII FUL TO COVER INSULATE OR CONCEAL AN) 61'OPJh BEFORE INSPECTED 4ND ACCEPTED. POST PERMIT IN 4 CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS ATJOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: 54e*nwoM$Game Reb k- 6-713(1 07 J-1 L- FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS I I PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING ��-�— JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING _ (� DRYWALL(INTERIOR BRACED PANEL ONLY) �t- T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL ROUGH-IN HEAT PUMP/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY. (� WOOD STOVE/PELLET/CHIMNEY V MANUFACTURED HOMES FOOTING/SLAB BLOCIUNG&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'s SEPA. PARKING/LIGHTING ESA. �J LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE M RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERTNG 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUTLDTNG T"\Policies\l 102 15 building permit inspection Tecord05.wpd[1/4/20051 C CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 1 Application Number 07 00000622 Date 5/31/07 Application pin number 161800 Property Address 2024 W 10TH ST N ASSESSOR PARCEL NUMBER 06 30 99 0 0 9210 0000 Application type description ELECTRICAL ONLY tN_ Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor GALLAUHER CHAD OWNER 2024 W 10TH PORT ANGELES WA 98363 457 3071 Permit ELECTRICAL NEW RESIDENTIAL Additional desc OWNER/ FEEDER TO GARAGE+ WIRE Permit pin number 103291 Permit Fee 75 00 Plan Check Fee 00 Issue Date 5/31/07 Valuation 0 Expiration Date 11/27/07 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL RM 0 200 1ST SRV FEEDER 75 00 Fee summary Charged Paid Credited Due pQ Permit Fee Total 75 00 75 00 00 00 N Plan Check Total 00 00 00 00 Grand Total 75 00 75 00 00 00 Q P COMMENTS/ACTION NEEDED ELECrRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A IvM4IM M 24:HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULA TEDR CONCEAL ANY WORKBEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD.AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO ro I� 02 daL CE FINAL r a8 Z , GENERAL COMMENTS: tiv=i►ai.ts(ate �� tf FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATION 11ate Ree. 05-30 -01 Fill out COMPLETELY and in INK.Your aPPlcation and site plan MUST B / ate Approved: COMPLETE to be accepted for review If you have any questions,call Date[sued: PERMITS(360)417-4815 FAX(360)417-4711 Applicant or Agent: /� Phone: 4- � Owner- CA a Gl' 6z q`�q u-k,e°� Phone: 'Y5_773'0-7 r Address: �7_d�� LV ( 8t-- City. PDr'f {nines Zip: el�3t`a� r �1� /.'K �t�y f SIM 1"{ Architect/Engineer- / f r"t/'e- fA/S S �l'l�� Phone: Contractor C�^� State License# Exp: Phone: Address: City Zip: PROJECT ADDRESS- WL C p `— ZONING LEGAL DESCRIPTION Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. SIZE/VALUATION ❑ Residential ❑ New Constr ❑ Re-roof ❑ Stove SF @$ /SF ❑ Multi-family ❑ Addition ❑ MoveKGarage 1,;L0 SF @$_15-3r_ _/SF =$ 0© 0_ ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck SF @$ /SF =$ ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT p!'t°- r,*A : k P/ —r✓✓53 CSI ctyd c�_1C 30 X 3(a at a re5ie- de�nc COMMERCIAL/RESIDENTIAL. Occupancy Group: Occupant Load: Construction Type: No.of Stories:A- Lot Size: 'Y5,fv Ob Existing Sq.Ft. �.ObO &Proposed Sq.Ft. I G � =TOTAL Sq.Ft.,3.b 50 Total lot coverage % PLANNING USE ONLY APPROVALS: PLAN BLDG: DPWU ESA/Wedand(s): ❑Yes❑No SEPA Checklist required?❑ Yes❑ No Other- FIDE. OTHER: VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE.IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. I hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,not the City's, and that I must obtain such permits prior to work. T•\FORMS\BIdgPer nitAppl.*N Applicant: Date: 71C� I I ! I i33 1 ! j I I I 1 ! �Fo i ss 44 AA��gg I , � - - �l T e I r ; 1 MIRACLE STEEL ISOMETRIC TABLE OF CONTENTS CORPORATION 600 Oakwood Road Watertown SD 57201 coli©2002 COVER PAGE S-1 GENERAL NOTES/REVISIONS S-2 BASE REACTIONS S-3 Co FRAMING PLAN S-4 �� ` ,`' W ,t� X w ELEVATIONS S-5 TRUSS S-6 CnF FRONT ENDWALL S-7 REAR ENDWALL S-8 w � TRUSS DETAILS S-9 xj W ENDWALL DETAILS S-10 COLD—FORMED STEEL SHAPES S-11CQ BRACING DETAIL S-12 BASEPLATE DETAILS S-13 N O a x w WOOD CLIP DETAILS 5-14 a U SHEETING DETAILS S-15 REVISION DATE. CITY OF PORT ANGELES—Con�rrction Flans tans,speafi- The Issuance of this Permit based upon these P official cations and other data shall not prevent the building.0 said DRAWING NAME. from thereafter requiring the correction of errors eventing 429241COVER ecifications and other data, or from P pla s, specifications carried on thereunder when in DRAWN BY building operations being JLS violation of all codes and ordinances of this jurisdiction D03��l� m rm u DATE: BUILDING WIDTH. 30 —6 By 05/14/07 Approval Date SCALE. BUILDING LENGTH 36 —2 N T S NOMINAL EAVE HEIGHT 10 —0 SHEET TS- 1 GENERAL NOTES REVISIONS MIRACLE STEEL CORPORATION 600 Oakwood Road Structure Type. Straighfwa/I 5720 i terwnSD o t Structure Designation 30-10 Watertown SD Al 5/22/07 NM Revised ground snow load from 20 psf to 25 psf Width 30 ft (Sheet S-2) Eave Height 10 ft Length 36 ftA Building Area 1080 ft 2 P� Bay Spacing 12 ft Roof Pitch/12 4 d . Purlin Size 2x8 Purlin Spacing 2 ft Girt Size 2x6 Girt Spacing 2 ft , DESIGN CODE WZ, co INTERNATIONAL BUILDING CODE 2003 Nt s ��' c � d Y � w DESIGN AND LOADING CRITERIA Wind Criteria ASCE 7-02 Wind Velocity 100 mph Exposure Category C Open Terrain Snow Criteria ASCE 7-02 c. Ground Snow Load 25 psf 6 Snow Importance l=1 0 Thermal Condition Normal Seismic Criteria ASCE 7-02 IRC Seismic Design Category D2 C/2 Seismic Use Group 1 - Seismic Importance l = 10 Q �j - Spectral response acceleration (0.2s) SdS 1 462 w Spectral response acceleration (10s) Sd1 = 0 663 ►--� Basic Velocity Pressure 25.6 psf (0 00256*V*V) Design Roof Live Load 30 psf W Design Dead Load 5 psf CODE OF PRACTICE �I METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) W Low Rise Building Systems Manual 1996 W MATERIAL DATA TV CM E-4 Structural Steel (Shapes) ASTM A529 50 ksi or equiv V Z CQ 0 Structural Steel (misc plate) ASTM A36 or equiv Structural Tubing ASTM A500 46 ksi or equiv -- a Rods and flats ASTM A529 50 ksi or equiv Light Gauge Steel ASTM A653 Grade B up to 048 E-o ASTM A570 Grade 50 over 048 thickness Bolts 5/8 diameter thru 7/8" diameter ASTM A325 or equivalent 0 1/2 diameter ASTM A490 or equivalent o a W 3/8" diameter ASTM A449 or equivalent LumberBY Customer) Girts WWPA Visually Graded Spruce-Pine-Fir (#2) or equivalent Purlins WWPA Vsua/ly Graded Spruce—Pine—Fir (#2) or equivalent REVISION DATE. Lumber sizing based on actual loading requirements 1 5/22/07 Sheeting Metal Sales Pro-Panel 11 29go or equiv Miracle Steel Corporation is a recognized IAS Fabricator per Fabricator Inspection Program FA-359 DESIGN NOTES. 1 Design of steel members per the appropriate sections of the AISC and AIS/ design manuals DRAWING NAME. 2 All trusses and endwall columns must be laterally braced as indicated on the drawings. 42924IGN-R J. The lateral stability of the trusses and columns has been assumed DRAWN BY to be provided by the attached sheeting and siding materials. JLS 4 The foundation is the responsibility of the customer and shall be designed DATE. to meet local soil conditions and to support the design vertical and lateral forces. 05/14/07 5 lighten ASTM A325 bolts using the turn of the nut method (tighten 1/3 turn past snug tight) 6 The lateral displacement of the building under Wind Load limited to h/120 SCALE: NTS 7 Use temporary bracing during erection to ensure framework stability until all components installed 8. See Assembly Guide for erection procedures, requirements and recommendations. HE]S v 2 MIRACLE STEEL - - CORPORATION 600 Oakwood Road Watertown SD 57201 Co4ot®2002 I I I J t'y �E✓.S Q X w Max Endwall Reactions (kips) unfactored Truss Reactions (kips) unfactored a. Dead Load Live Load Wind Load Bracing Dead Load Live Load Wind Load Bracing F Max Vertical Max Vertical 1 00 1 95 n/a n/a 1 62 546 n/a n/a Max V (uplift) n/a n/a 1 50 2 90 Max V (uplift) n/a n/a 2 98 4 18 Max Shear n/a n/a 1 24 1 26 Max Shear 032 1 97 1 82 1 81 FRONT ENDWALL TRUSS x Base Reaction Notes a 1 ) The base reaction values listed on this sheet are unfactored and uncombined V W maximum values per column or leg vTT kk Z N 2 ) Unless front and rear endwall values are listed separately the endwall reaction w values shown are the worst case values taken from either endwall E-4 cf) 3 ) The wind load and bracing reactions are for separate and Independent load w Q E conditions a TRUSS The wind load values are for wind In the plane of the truss (transverse wind) The bracing values are the maximum of the seismic or REVISION DATE. wind load reactions In the sldewall bracing (longitudinal loading) ENDWALL The wind load values are for wind In/out of the paper Ul (longitudinal wind) The bracing values are maximum reactions (seismic or wind) for the endwall bracing for loading In the plane of the endwall DRAWING NAME. 4 ) These values are Intended to be used by the foundation engineer to determine 429241BR DRAWN BY an appropriate foundation plan JLS DATE: 05/14/07 SCALE: 3/16" = 1'-0 ' REAR ENDWALL SHEET I S-3 REAR ENDWALL I I I I I I I I I � I I N I I I I TRUSS 30-10 RIGID FRAME I - I w I I C14 cn I I � w N Q I CR I d O O o0 Tjo r a TI n I r" tr" I N co N O I x O C z I O IZ O I � �. Ln TRUSS 30-10 RIGID FRAME - - - - - - - - - - - - I I I I I I f I i I I I � I I N I I I I I I I I FRONT ENDWALL 29 -7 0/0 OF TRUSS 30 -6 0/0 OF WOOD N olp n t=l C tC vaCUSTOMER: ' P STAMP• OY %%Asfi 0 z CHAD GALLAUHER �� o0-4 PORT ANGELES, WA o .I r N y 429241 �Q ��18311 o-] ~ O '=J S 101v.�( ti yG 0-4 y N� �' FRAMING P LAN EXPIRES 11 � a z r MIRACLE STEEL CORPORATION 16 —0 x 10 —0 H A 600 Oakwood Road DOOR OPENING ENDWALL BRACING S-10 S-12 ROD BRACING Watertown SD 57201 Copyright©zm FRONTWALL ELEVATION SIDEWALL 1 ELEVATION W SERVICE DOOR PROVIDED & 1� FRAMED BY OWNER (2 PLACES) TT kk \ I I F 00 REVISION DATE. i DRAWING NAME: 429241EL DRAWN BY JLS 30 —6 0/0 OF WOOD 36 —2 0/0 OF WOOD DATE. 05/14/07 REARWALL ELEVATION SIDEWALL 2 ELEVATION SCALE: 3/16" - 1 -0 ' SHEET I S-51 ITEM FRAME SIZE 14 INCH MIRACLE STEEL 1 2 x 6 WOODEN GIRT BY OWNER (2 —0 0 C ) CORPORATION 2 2 x 8 WOODEN PURLIN BY OWNER (2 —0 0 C ) 600 Oakwood Road 3 LEFT LEG OUTER CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLES 'Watertown SD 57201 covarstie©2002 4 LEFT LEG INNER CHORD SIZE 2 x 2 x 3/16 DOUBLE ANGLES 5 RIGHT LEG OUTER CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLES 6 RIGHT LEG INNER CHORD SIZE 2 x 2 x 3/16 DOUBLE ANGLES 7 LEFT ROOF TOP CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLES 8 LEFT ROOF BOTTOM CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLE 9 RIGHT ROOF TOP CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGLE 10 RIGHT ROOF BOTTOM CHORD SIZE 1 1/2 x 1 1/2 x 3/16 DOUBLE ANGL 11 LEG DIAGONAL SIZE 5/8 DIA co r 12 ROOF DIAGONAL SIZE 3/4 DIA SINGLE DIAGONAL DOUBLE DIAGONALJj W{ = SINGLE DIAGONAL + (2) 1 1/2 x 1 1/2 x 3/16 ANGLES �k = 1 x 1 x 1/8 STABILIZER ANGLE @ 22 ' LONG B a S-9 D �y S-9 7 g w 0 .--� C''� d♦ * lit 12 I00 A ' 8 co 10 I 1 1 N I 00 N � Ln O n . I rq E. 1� 3 5O U i I 1 * 00 1 0 REVISION DATE. 41 6 C i � S-9 DRAWING NAME: 429241TR 10 DRAWN BY JLS 29 —7 0/0 OF TRUSS DATE: 05/14/07 SCALE: 1/4 = V-0 SHEET I S-6 ITEM DESCRIPTION QTY MIRACLE STEEL 1 2 x 6 WOODEN GIRT BY OWNER (2'-0 0 C ) N/A CORPORATION 2 2 x 8 WOODEN PURLIN BY OWNER (2 -0 0 C ) N/A 600 Oakwood Road 3 C8-14 GA COLUMN x 9 -9 9/16" LONG 2 Watertown SD 57201 Cop"bt©2002 4 C8-14 GA DOOR JAMB COLUMN x 11 -8 3/4' LONG 2 5 C12-14 GA BOX HEADER x 16'-0 LONG 1 6 C8-14 GA OTD COLUMN x 4 -4 13/16 LONG 1 7 C8-14 GA RAFTER x 15 -6 1/8' LONG 2 -1�1 8 2 x 14 GA WIND BRACE x 12 -0 LONG 1 'v o^ 9 2 x 14 GA WIND BRACE x 14'-0' LONG ALL WIND BRACES MUST BE TRIMMED TO LENGTH y r- & DRILLED BY OWNER PRIOR TO INSTALLATION �' f �k = 1 1/2 x 18 GA ENDWALL STABILIZER / w I X W C a S-10 d F g 5 6 5-10 2 4 S-10 7 - rrkk --------------- ---- -------- - z 5-10 i E-4 O I , * * 8 00 Ln --- o - ►'� � O 3 0 o a I , , o V) --- --- ----- ---- ---- 9 REVISION DATE. -- —————————— — � I F S-10 DRAWING NAME: — 6 -5 3/4 16 -4 1/2 6 -5 3/4 429241FE DRAWN BY 29 -7 0/0 OF COLUMNS JLS DATE: 05/14/07 SCALE. 1/4" = 1 —0" SHEET I S-71 —"7 ITEM DESCRIPTION QTY MIRACLE STEEL 1 2 x 6 WOODEN GIRT BY OWNER (2 —0 0 C ) N/A CORPORATION 2 2 x 8 WOODEN PURLIN BY OWNER (2 —0 0 C ) N/A 600 Oakwood Road 3 C8-14 GA COLUMN x 9 —9 9/16 LONG 2 Watertown SD 57201 copymcht©2002 4 C8-14 GA COLUMN x 12 —9 1/4 LONG 2 5 C8-14 GA RAFTER x 15 —6 1/8' LONG 2 6 2 x 14 GA WIND BRACE x 14 —0 LONG 1 7 2 x 14 GA WIND BRACE x 16 —0' LONG 1 �I ALL WIND BRACES MUST BE TRIMMED TO LENGTH & DRILLED BY OWNER PRIOR TO INSTALLATION * = 1 1/2 x 18 GA ENDWALL STABILIZER 8 ti co c .- �'(b J S O� a x w a d E- 5 5 4 W 2 / — ---- —* -----------------------�` -- ---- \ ---- 4 C 00 CZN ------------------------ -------------------- --------- ---------- -----G -- A 3 i S-10 6 N Ln N w ------- ----- —�` �`--- ---------* �`------------ — x � o W � CD E a -------------------------- --------- En ------- ------ 7 REVISION DATE. 1 -------------------------- --- ----------------- -- E S-10 DRAWING NAME: 9 —8 10 -0 9 —8 429241RE DRAWN BY 29 —7 0/0 OF COLUMNS JLS DATE. 05/14/07 SCALE: 1/4 = 1 —0 SHEET I S—8 MIRACLE STEEL 2 x 8 PURLIN CORPORATION ASTM A325 600 Oakwood road 2 x 8 PURLIN 5/8 x 1 3/4 BOLTS Watertown SD 57201 ASTM A325 (8) copyright©2002 5/8 x 1 3/4 BOLTS (8) BEVELED P EAVE PURLIN �I(S F� w J p`� Y X w i 2 x 6 GIRT a 11 2 1/2 x 2 1/2 x 5/16 E C 2 NN x 2 1NG x 5/16 In CONNECTION ANGLES CONNECTION ANGLES W (VEAVE PEAKONNECTION CONNECTION cn w � w a � Q WOOD CLIP TRUSS LEG Cm #10 WOOD GRIP SCREWS T k Z (2 PER SIDE) C/-) PURLIN OR GIRT C/-) �NN a W W w ANCHOR ROD ^ � TREATED 2 x 6 GIRT BY OWNER • w (4) REVISION DATE. 19 II,a 1 x 1 x 1/8 _71 rt °II a ANGLE ra II 1 1 TRUSS °I fd II II a i, DRAWING NAME. 429241TD G <"�.a t`� 3/8 x 3/4 BOLT DRAWN BY JLS STABILIZER ANGLE @ APPROX 45 TO TRUSS DATE: 05/14/07 CTRUSS LEG STABILIZER SCALE: 1" - 1'-0 CONNECTION CONNECTION SHEET S-9 MIRACLE STEEL 2 x 8 PURLINS C8-14 GA RAFTER 2 x 8 PURLINS C8-14 GA CORPORATION OTD COLUMN 600 Oakwood Road C8-14 GA RAFTER 2 x 8 PURLINS C8-14 GA RAFTER Watertown S 57201 coP 2 e© aoz 101 I I C 1 I C i 0 14 GA PLATE00l i io i To ' __________________ I I I O 1 I 1 y 1 I i i L_ 1 D 1 1 I ---_ 1 1------- SLEEVE o SLEEVE SLEEVE ctI 1 J,ra. �s flewcc X I '1' 1 ---------------- C8-14 GA �- LC12-14 GA CORNER - _--_- CC8D14 GA BOX HEADER OT COLUMN COLUMN 1/2 x 1 BOLTS a C8-14 GA (NP) a 1/2 x 1 BOLTS DOOR JAMB 1/2 x 1 BOLTS 1/2 x 1 BOLTS _ (TYP) COLUMN (�P) (TYP) 4 GA DOORJAMB COLUMN cn EAVECOLUMN PBOX HEADER W CONNECTION B CONNECTION T>-CO�NN�ECTIONCONNECTION I I C8-14 GA i i C8-14 GA WOOD CLIP CORNER WOOD CLIP i DOOR JAMB #10 WOOD GRIP SCREW COLUMN I 1 (2 PER SIDE) COLUMN Z c 1 I TEK SCREW �1 I ' CORNER COLUMN �+ 1 1 (2) 1 Q 1 I I i � Q I I I 1 W O 1 1 a TREATED TREATED 2 6 GIRT ANCHOR ROD 1 I ANCHOR ROD x 2 x 6 GIRT BY OWNER i i BY OWNER (2) j n I (2) 2 x 1 4 GA REVISION DATE. I r FLAT STRAP 1 an °1r Ir C IIS 11 11� 1r 11 II d II 11 .d 1r 1l d Cc z-� 11 11 d • 1 1 I"1 • i. i 1 11' 3/8 x 3/4 BOLTS .N -4 -4 d .N ' 0 d d 2 x 6 GIRT (2 PER END) 429241ED d" d d DRAWN d d JLS DATE. 05/14/07 CORNER TF COLUMN STABILIZER 0-WIND BRACE SCAi,E. 1 =I12-010 CONNECTION CONNECTION CONNECTION CONNECTION SHEET 5- 10 MIRACLE STEEL CORPORATION 600 Oakwood Road Watertown SD 57201 4 (-- Copyright©2002 ao ao � --I 2 --k 7 uj 12 cr ^�• ,_ va a W C8-14 GA COLUMN & RAFTER C8-14 GA DOOR JAMB .COLUMN C12-14 GA BOX HEADER a a F W V1 W E OZN w A � N w � O Q L a o REVISION DATE. DRAWING NAME: 429241CFSS DRAWN BY JLS DATE: 05/14/07 SCALE: 1 1/2 = 1 -0" SHEET IS- 11] MIRACLE STEEL CORPORATION EAVE LINE 600 Oakwood Road I Watertown SD 57201 I coP c p zooz 1 05/8 THREADED ROD 2 x 2 x 1/4 i 5/8 NUT ANGLE PIPE SLEEVE ' 4' �- I p:ti 1r I � 1 co f 1 ��f Lu I 1 05/8 ROD I I I I I a H II I V2 � 1 II I ' I II i I I I I I I I I ~� I I I rT, II W TRUSS LEG ii i TRUSS LEG (OUTSIDE CHORDS) i i � (OUTSIDE CHORDS) W I I (vrl II I II II II II I II I II I I I a M I w it I C) ^ II i E- II II v II II II I REVISION DATE II I I I 3/8 PLATE 1J 1 ASTM A325 I ' ,, ANCHOR ROD it 3/8 PLATE 3/4 x 2 BOLT II (BY OWNER) II I I DRAWING NAME. FLOOR LEVEL 429241BD II II 4 d 14 11 a DRAWN BY d I I dl I 4 4 ° d Q I I 11 4. JLS a II II d ° d a 1 ° a 4 II 11 a ° a dll II ° d d DATE. 4 a I 11 ° 05/14/07 �5 8 " WIND BRACE CONNECTION SALE: fl 1 = 1 —0" t`� SHEET IS- 121 MIRACLE STEEL CORPORATION 600 Oakwood Road Watertown SD 57201 07/8 HOLES `°' °`©2002 (4) 1/2 -- 07/8 HOLES (2) 3/16 THK 00i 0 \ `n 2 4 — 3 4 2 8 a 10 1/2 OUTSIDE OF BUILDING H OUTSIDE OF BUILDING C8 - 14 GA W °� TRUSS LEG BASEPLATE ENDWALL COLUMN BASEPLATE x N � w w awT� e 07/8 HOLES c� (2) z C z 3/16 THK z w w o � a � o REVISION DATE 00 `n 2 4 8 OUTSIDE OF BUILDING DRAWING NAME. 429241BPL DRAWN BY JLS DATE: 05/14/07 C8 - 14 GA SCALE. 3 = 1 —0 DOOR JAMB COLUMN BASEPLATE SHEET S- 13 MIRACLE STEEL CORPORATION 3 1 9/16 1 9/16 600 Oakwood Road (INSIDE) 5 (INSIDE) Wotertow SD 57201 co t 200 ° (1/8) 1/2 - 2 1/2 ° o o (1/8) 1/2 - 2 1/2 �— ° (1/8) 1/2 - 2 1/2 14 GA (1/8) 1/2 - 2 1/2 14 GA � � WOOD CLIP ° ° WOOD CLIP �� ----------------------------- ------------- Lu ENDWALL COLUMN �` ENDWALL RAFTER W TRUSS LEG TRUSS TOP riw co W Tn WOOD GIRT OR PURLIN #10 WOOD GRIP SCREWS WOOD GIRT OR PURLIN #10 WOOD GRIP SCREWS a 4 (BY OWNER) WOOD CLIP (4 PER SIDE) WOOD CLIP (BY OWNER) (4 PER SIDE) a w E4 0 Q O 0 0o � O O a U REVISION DATE. ENDWALL COLUMN ENDWALL RAFTER TRUSS LEG DRAWING NAME. TRUSS TOP 429241WCD DRAWN BY JLS DATE: 05/14/07 SCALE: 3" = 1'-0 ENDWALL WOOD CLIP CONNECTION TRUSS WOOD CLIP CONNECTION SHEET IS- 141 PRO-PANEL II SHEETING SPECIFICATIONS MIRACLE STEEL THICKNESS 29 GAGE ( 0135) CORPORATIONsoo Oakwood Road WEIGHT 71 PSF Watertown SD 57201 YIELD STRENGTH 80 KSI CoP,rightQ 2008 ALLOWABLE UNIFORM LIVE LOAD 98 PSF ON 2 -0 CENTERS ALLOWABLE UNIFORM WIND LOAD 130 PSF ON 2 -0 CENTERS 36 9 1 1/2 SHEETING SCREW s . y '� GIRT " j s J j D- X a WALL SHEETING DETAIL H 36 w 1--I 9 - 2 SHEETING SCREW M �' w PURLIN � W � W a A V Z A � ROOF SHEETING DETAIL �' w F 36 U 9 2 SHEETING SCREW REVISION DATE. 1 1/2 SHEETING SCREW 5 e EAVE PURLIN DRAWING NAME: 429241SD DRAWN BY JLS DATE: 05/14/07 EAVE PURLIN SHEETING DETAIL TC—ALE: 3 = 1'-0" SHEET IS- 151 MCCANN ENGINEERING,INC. 12821-49TH DR. S.E. CIVIL&STRUCTURAL ENGINEERING EVERETT WA. 98208-9621 C MICHAEL P IMICCANN S.E. OFFICE/FAX. (425)337 5075 Email. msquared48@yahoo.com Date May 23, 2007 Mc Job No 07-159 Dear Miracle Steel Customer- Please find enclosed three revised copies of the Miracle Steel drawings and one set of calculations for your new metal building, all stamped for the State of Washington, by Michael P McCann of McCann Engineering, Inc Should you have a need for additional structural engineering services associated with your project, please call 425-337-5075 Thank you. Smc e , Michael P McCann, SE It, Footing Design f 2000 International Building Code(97 NDS)1 Ver-6 00 7 By- Charles Smith Lindberg&Smith on.05-22 2007 401:23 PM Proiect: GALLAUHER Location. FOOTING A Summary- Footing Size:2.25 FT x 2.25 FT x 10 00 IN Reinforcement:#4 Bars @ 10 00 IN O C E/W/(3) min. Footing Loads: Live Load: PL= 5307 LB Dead Load: PD= 885 LB Total Load: PT= 6192 LB Ultimate Factored Load Pu= 10261 LB Footing Properties: Allowable Soil Bearing Pressure. Qs= 1500 PSF Concrete Compressive Strength. F'c= 2500 PSI Reinforcing Steel Yield Strength. Fy= 40000 PSI Concrete Reinforcement Cover c= 300 IN Footing Size- Width. W= 2.25 FT Length: L= 2.25 FT Depth Depth= 1000 IN Effective Depth to Top Layer of Steel: _ d= 6.25 IN Column and Baseplate Size: Column Type: (Steel) Column Width: m= 400 IN Column Depth. n= 400 IN Baseplate Width. 1 bsw= 600 IN Baseplate Length. bsl= 1050 IN Bearing Calculations: Ultimate Bearing Pressure . Effective Allowable Soil BearingQu= 1223 PSF Pressure ,3. 4a � Qe= 1375 PSF Required Footing Area. Area Provided: Areq= 45 SF` A= 506 SF Baseplate Bearing- Bearing Required: Bearing= 10261 LB Allowable Bearing: Bearing-Allow= 187425 LB Beam Shear Calculations (One Way Shear) Beam Shear- Vu1= 1805 LB Allowable Beam Shear- vc1= 14344 LB Punching Shear Calculations(Two way shear) Critical Perimeter Bo= 49.50 IN Punching Shear- Vu2= 8123 LB Allowable Punching Shear(ACI 11 35) vc2-a= 62568 LB Allowable Punching Shear(ACI 11 36) vc2-b= 92703 LB Allowable Punching Shear(ACI 11 37) vc2-c= 52594 LB Controlling Allowable Punching Shear vc2= 52594 LB Bending Calculations. Factored Moment: Mu= 32733 IN-LB Nominal Moment Strength. Mn= 128119 IN-LB Reinforcement Calculations. Concrete Compressive Block Depth. a= 041 IN Steel Required Based on Moment: As(1)= 015 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10 5 4) As(2)= 054 IN2 Controlling Reinforcing Steel. As-reqd= 0.54 IN2 Selected Reinforcement: #4 Bars @ 10 00 IN. O C E/W/(3)Min. Reinforcement Area Provided- As= 0.59 IN2 Development Length Calculations. Development Length Required. Ld= 1500 IN Development Length Supplied: Ld-sup= 1013 IN Note: Plain concrete adequate for bending therefore adequate development length not required Footing Design[2000 International Building Code(97 NDS)I Ver-6.00 7 By Charles Smith Lindberg&Smith on.05-22 2007 402:57 PM Proiect: GALLAUHER Location. FOOTING B Summary- Footing Size: 1 0 FT x 1 0 FT x 10 00 IN Reinforcement:#4 Bars @ 5.50 IN O C E/W/(2)min. Footing Loads: Live Load: PL= 1043 LB Dead Load: PD= 174 LB Total Load- PT= 1217 LB Ultimate Factored Load: Pu= 2017 LB Footing Properties. Allowable Soil Bearing Pressure. Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover- c= 300 IN Footing Size. Width: W= 1.0 FT Length: L= 10 FT Depth: Depth= 1000 IN Effective Depth to Top Layer of Steel- d= 6.25 IN Column and Baseplate Size. Column Type (Steel) Column Width. m= 400 IN Column Depth. n= 400 IN Baseplate Width. bsw= 600 IN Baseplate Length. bsl= 1050 IN Bearing Calculations: Ultimate Bearing Pressure. Qu= 1217 PSF Effective Allowable Soil Bearing Pressure. Qe= 1375 PSF Required Footing Area: Areq= 0:89 SF Area Provided. A= 10 SF Baseplate Bearing Bearing Required. Bearing= 2017 LB Allowable Bearing: Bearing-Allow= 187425 LB Beam Shear Calculations(One Way Shear) Beam Shear- Vu1= 0 LB Allowable Beam Shear- vc1= 6375 LB Punching Shear Calculations(Two way shear) Critical Perimeter- Bo= 2400 IN Punching Shear- Vu2= 126 LB Allowable Punching Shear(ACI 11 35) vc2-a= 30336 LB Allowable Punching Shear(ACI 11 36) vc2-b= 45953 LB Allowable Punching Shear(ACI 11 37) vc2-c= 25500 LB Controlling Allowable Punching Shear- vc2= 25500 LB Bending Calculations. Factored Moment: Mu= 2659 IN-LB Nominal Moment Strength. Mn= 83963 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth. a= 062 IN Steel Required Based on Moment: As(1)= 0.01 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5 4) As(2)= 0.24 IN2 Controlling Reinforcing Steel As-reqd= 0.24 IN2 Selected Reinforcement: #4 Bars @ 5.50 IN O C E/W/(2) Min. Reinforcement Area Provided: As= 0.39 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 2.63 IN Note Plain concrete adequate for bending,therefore adequate development length not required F Footing Design f 2000 International Building Code(97 NDS)1 Ver-6 00 7 By Charles Smith Lindberg&Smith on:05-22 2007 4.04.07 PM Project: GALLAUHER Location. FOOTING C Summary- Footing Size 1.5 FT x 1 5 FT x 10 00 IN Reinforcement:#4 Bars @ 11 00 IN. O C ENV/(2)min. Footing Loads: Live Load. PL= 1893 LB Dead Load- PD= 316 LB Total Load: PT= 2209 LB Ultimate Factored Load: Pu= 3661 LB Footing Properties: Allowable Soil Bearing Pressure- Qs= 1500 PSF Concrete Compressive Strength. F'c= 2500 PSI Reinforcing Steel Yield Strength. Fy= 40000 PSI Concrete Reinforcement Coven c= 300 IN Footing Size- Width: W= 1.5 FT Length- L= 1.5 FT Depth. Depth= 10.00 IN Effective Depth to Top Layer of Steel: d= 6.25 IN Column and Baseplate Size. Column Type: (Steel) Column Width: m= 400 IN Column Depth. n= 400 IN Baseplate Width bsw= 600 IN Baseplate Length bsl= 1050 IN Bearing Calculations. Ultimate Bearing Pressure Qu= 982 PSF Effective Allowable Soil Bearing Pressure. Qe= 1375 PSF Required Footing Area: Areq= 161 SF Area Provided: A= 2.25 SF Baseplate Bearing- Bearing Required: Bearing= 3661 LB Allowable Bearing Bearing-Allow= 187425 LB Beam Shear Calculations(One Way Shear) Beam Shear Vu1= 51 LB Allowable Beam Shear- vc1= 9563 LB Punching Shear Calculations(Two way shear) Critical Perimeter- Bo= 49.50 IN Punching Shear- Vu2= 1945 LB Allowable Punching Shear(ACI 11 35) vc2-a= 62568 LB Allowable Punching Shear(ACI 11 36) vc2-b= 92703 LB Allowable Punching Shear(ACI 11 37) vc2-c= 52594 LB Controlling Allowable Punching Shear- vc2= 52594 LB Bending Calculations: Factored Moment: Mu= 7564 IN-LB Nominal Moment Strength. Mn= 85413 IN-LB Reinforcement Calculations. Concrete Compressive Block Depth. a= 041 IN Steel Required Based on Moment: As(1)= 003 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5 4) As(2)= 036 IN2 Controlling Reinforcing Steel: As-reqd= 036 IN2 Selected Reinforcement: #4 Bars @ 11 00 IN O C E/W/(2) Min. Reinforcement Area Provided. As= 039 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied. Ld-sup= 563 IN Note- Plain concrete adequate for bending therefore adequate development length not required. Footinq Desiqn f 2000 International Buildinq Code(97 NDS)I Ver-6 00 7 By Charles Smith Lindberg&Smith on 05-22 2007 4.05 18 PM Project: GALLAUHER Location. FOOTING D Summary- Footinq Size: 1 0 FT x 1.0 FT x 10 00 IN Reinforcement:#4 Bars @ 5.50 IN O C E/W/(2) min. Footing Loads. Live Load: PL 742 LB Dead Load: PD= 124 LB Total Load: PT= 866 LB Ultimate Factored Load. Pu= 1435 LB Footing Properties: Allowable Soil Bearinq Pressure. Qs= 1500 PSF Concrete Compressive Strenqth F'c= 2500 PSI Reinforcinq Steel Yield Strenqth Fy= 40000 PSI Concrete Reinforcement Cover c= 300 IN Footing Size: Width: W= 1.0 FT Lenqth. L= 10 FT Depth. Depth= 1000 IN Effective Depth to Top Layer of Steel: d= 6.25 IN Column and Baseplate Size: Column Type: (Steel) Column Width m= 400 IN Column Depth. n= 400 IN Baseplate Width. bsw= 600 IN Baseplate Length: bsl= 10.50 IN Bearing Calculations: Ultimate Bearinq Pressure. Qu= 866 PSF Effective Allowable Soil Bearing Pressure. Qe= 1375 PSF Required Footing Area. Areq= 063 SF Area Provided. A= 10 SF Baseplate Bearinq: Bearing Required: Bearinq= 1435 LB Allowable Bearinq: Bearing-Allow= 187425 LB Beam Shear Calculations(One Way Shear) Beam Shear- Vu1= 0 LB Allowable Beam Shear- vc1= 6375 LB Punching Shear Calculations(Two way shear) Critical Perimeter- Bo= 2400 IN Punchinq Shear Vu2= 90 LB Allowable Punchinq Shear(ACI 11 35) vc2-a= 30336 LB Allowable Punching Shear(ACI 11 36) vc2-b= 45953 LB Allowable Punchinq Shear(ACI 11 37) vc2-c= 25500 LB Controllinq Allowable Punching Shear vc2= 25500 LB Bending Calculations: Factored Moment: Mu= 1892 IN-LB Nominal Moment Strength. Mn= 83963 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth. a= 062 IN Steel Required Based on Moment: As(1)= 001 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4) As(2)= 0.24 IN2 Controllinq Reinforcinq Steel: As-reed= 0.24 IN2 Selected Reinforcement: #4 Bars @ 5.50 IN O C E/W/(2)Min. Reinforcement Area Provided: As= 039 IN2 Development Lenqth Calculations: Development Lenqth Required: Ld= 1500 IN Development Lenqth Supplied: Ld-sup= 2.63 IN Note: Plain concrete adequate for bending,therefore adequate development length not required. Footing Design f 2000 International Building Code(97 NDS))Ver 6 00 7 By- Charles Smith Lindberg&Smith on 05-22 2007 4.06 41 PM Protect: GALLAUHER Location. FOOTING E Summary- Footing Size. 1.5 FT x 1.5 FT x 10 00 IN Reinforcement:#4 Bars @ 11 00 IN.O C E/W/(2)min. Footing Loads: Live Load. PL= 1564 LB Dead Load: PD= 261 LB Total Load- PT= 1825 LB Ultimate Factored Load: Pu= 3024 LB Footing Properties: Allowable Soil Bearing Pressure. Qs= 1500 PSF Concrete Compressive Strength. F'c= 2500 PSI Reinforcing Steel Yield Strength Fy= 40000 PSI Concrete Reinforcement Cover c= 300 IN Footing Size: Width. W= 1.5 FT Length. L= 15 FT Depth. Depth= 1000 IN Effective Depth to Top Layer of Steel. d= 6.25 IN Column and Baseplate Size. Column Type: (Steel) Column Width: m= 400 IN Column Depth: n= 400 IN Baseplate Width: bsw= 600 IN Baseplate Length bsl= 1050 IN Bearing Calculations: Ultimate Bearing Pressure. Qu= 811 PSF Effective Allowable Soil Bearing Pressure. Qe= 1375 PSF Required Footing Area: Areq= 1.33 SF Area Provided: A= 2.25 SF Baseplate Bearing: Bearing Required: Bearing= 3024 LB Allowable Bearing: Bearing-Allow= 187425 LB Beam Shear Calculations(One Way Shear) Beam Shear Vu1= 42 LB Allowable Beam Shear- vc1= 9563 LB Punching Shear Calculations(Two way shear) Critical Perimeter* Bo= 4950 IN Punching Shear- Vu2= 1607 LB Allowable Punching Shear(ACI 11 35) vc2-a= 62568 LB Allowable Punching Shear(ACI 11 36) vc2-b= 92703 LB Allowable Punching Shear(ACI 11 37) vc2-c= 52594 LB Controlling Allowable Punching Shear vc2= 52594 LB Bending Calculations. Factored Moment: Mu"_ 6249 IN-LB Nominal Moment Strength: Mn= 85413 IN-LB Reinforcement Calculations. Concrete Compressive Block Depth: a= 041 IN Steel Required Based on Moment: As(1)= 003 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5 4) As(2)= 0.36 IN2 Controlling Reinforcing Steel: As-reqd= 036 IN2 Selected Reinforcement: #4 Bars @ 11 00 IN O C E/W/(2) Min. Reinforcement Area Provided As= 039 IN2 Development Length Calculations. Development Length Required: Ld= 1500 IN Development Length Supplied- Ld-sup= 563 IN Note. Plain concrete adequate for bending,therefore adequate development length not required PREPARED 3/26/07 11 56 18 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/26/07 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER O5 00000949 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 06/15/2006 04 30 PM JLIERLY BL3 04 6/15/06 JLL BUILDING FRAMING TIME 13 00 6/15/06 AP ALAN 775 1225 06/15/2006 08 12 AM DYASUMUR 06/15/2006 04 30 PM JLIERLY BLDR O1 6/22/06 JLL BUILDING DRYWALL IBWP TIME 13 00 6/22/06 AP ALAN 775 1225 06/21/2006 04 12 PM DYASUMUR 06/22/2006 04 37 PM JLIERLY BL99 01 11/28/06 JLL BUILDING FINAL 11/28/06 DA 11/28/2006 11 58 AM PBARTHOL JUSTIN 775 1255 11/28/2006 12 09 PM PBARTHOL No occupancy prior to approved final inspection (house is occupied and no one was home ) BL99 02 3/26/07 JL BUILDING FINAL 03/23/2007 04 45 PM PERMITS ALLEN 775 1225 COMMENTS AND NOTES PRE=JARED 1 /28/06 12 02 15 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/28/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 06/15/2006 04 30 PM JLIERLY BL3 04 6/15/06 JLL BUILDING FRAMING TIME 13 00 6/15/06 AP ALAN 775 1225 06/15/2006 08 12 AM DYASUMUR 06/15/2006 04 30 PM JLIERLY BLDR O1 6/22/06 JLL BUILDING DRYWALL IBWP TIME 13 00 6/22/06 AP ALAN 775 1225 06/21/2006 04 12 PM DYASUMUR 06/22/2006 04 37 PM JLIERLY BL99 01 11/28/06 JLL BUILDING FINAL 11/28/2006 11 58 AM PBARTHOL JUSTIN 775 1255 COMMENTS AND NOTES �5� LS a''?a#.1,6�"' `"'*"ca:"vv�o»,..` r,3c..: ,__,a•:.sG,t.T%+'J'ff iw'-'o'='i.3 r-P<"'+�+.'�i '"�'v-tisk 't'w,is"m`m�ic"�� BUILDING DIVISION CITY OF PORT ANGELES s Correction Notice Job Located at �2OZ!!j V/ `0 Inspection of your work revealed that the following is not in accordance with the codes governing the work-,in- this ork inthis jurisdi tion C / ,4z J O These corrections must be made and are not to be covered until reinspection is made When corrections have been made, please call 151/2 for inspection Date Inspec or Building Division 00 NOT REMOVE THIS TAG PREPARED 6/22/06 11 03 25 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/22/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 06/15/2006 04 30 PM JLIERLY BL3 04 6/15/06 JLL BUILDING FRAMING TIME 13 00 6/15/06 AP ALAN 775 1225 06/15/2006 08 12 AM DYASUMUR 06/15/2006 04 30 PM JLIERLY BLDR O1 6/22/06 I LV BUILDING DRYWALL IBWP TIME 13 00 ALAN 775 1225 06/21/2006 04 12 PM DYASUMUR COMMENTS AND NOTES PREPARED 6/15/06 10 36 04 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/15/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/jll 131,9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 5/02/06 DA ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR 05/02/2006 08 34 AM PBARTHOL RENAIL MUD SILL WITH CORRECT SHANK SIZE NAILS INSTALL CONNECTOR PLATE FROM MUD SILL TO BOTTOM PLATE AT GARAGE MAN DOOR WALL BL9 02 5/02/06 JLL BUILDING SHEARWALL TIME 13 00 5/03/06 AP 775 1225 05/02/2006 08 16 AM DYASUMUR 05/03/2006 08 34 AM JLIERLY BL3 01 6/08/06 JLL BUILDING FRAMING TIME 13 00 6/08/06 DA NO NAME OR PHONE # 06/08/2006 08 09 AM DYASUMUR 06/08/2006 04 45 PM PBARTHOL hurricane clips on porch air seal at tub drain letter from truss company trussed have been modified missing nails in the hangers BL3 02 6/13/06 JLL BUILDING FRAMING TIME 13 00 6/13/06 DA 775 1225 no name 06/13/2006 08 05 AM DYASUMUR 06/13/2006 03 49 PM JLIERLY wrap and flash door and window jambs install windows and provide air seal / 3 screws & approved ul 181 duct tape or mastic on all joints (exhaust duct)do not use screws in dryer duct/post and beam connection at porched? / foundation and down spout drains require an inspection before cover/jll BAIR O1 6/14/06 JLL BUILDING AIR SEAL 6/14/06 AP 06/14/2006 02 03 PM JL ERLY - 06/14/2006 02 03 PM JLIERLY BL3 03 6/14/06 JLL BUILDING FRAMING TIME 13 00 6/14/06 AP NO NAME # 775 1225 06/14/2006 07 58 AM DYASUMUR - 06/14/2006 02 01 PM JLIERLY DSD O1 6/14/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 6/14/06 AP ALAN 775 1225 06/14/2006 08 23 AM DYASUMUR - 06/14/2006 PM JLIERLY - BAIR 02 6/15/06 JLL UILDING AIR SEAL TIME 13 00 ALAN 775 1225 06/15/2006 08• AM -- CONTINUED ONTO NEXT PAGE PREPARED 6/15/06 10 36 04 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/15/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR REQUESTED INSP DESC TYP/SQ COMPLETED RESULT ULTS`E6MMERR BL3 04 6/15/06 JLL BUILDING FRAMING IME 13 00 I ALAN 775 1225 06/15/2006 O8 1 AM DYASUMUR -- - -- - - -- ------- --- PERMIT ME 00 MECHANICAL PERMI REQUESTED INSP D�SCRIPT TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 6/15/06 MECHANICAL GAS LINE TIME 13 00 ALAN 775 1225 06/15/2006 08 12 AM DYASUMUR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 5/23/06 JLL PLUMBING ROUGH IN TIME 13 00 5/23/06 AP ALAN 775 1225 05/23/2006 08 00 AM DYASUMUR 05/23/2006 04 15 PM JLIERLY PL6 01 6/15/06 L PLUMBING WATER SUPPLY TIME 13 00 ALAN 775 1225 06/15/2006 08 13 AM DYASUMUR COMMENTS AND NOTES PREPARED 6/14/06 10 44 18 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/14/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM P13ARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/jll BL9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 5/02/06 DA ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR 05/02/2006 08 34 AM PBARTHOL RENAIL MUD SILL WITH CORRECT SHANK SIZE NAILS INSTALL CONNECTOR PLATE FROM MUD SILL TO BOTTOM PLATE AT GARAGE MAN DOOR WALL BL9 02 5/02/06 JLL BUILDING SHEARWALL TIME 13 00 5/03/06 AP 775 1225 05/02/2006 08 16 AM DYASUMUR 05/03/2006 08 34 AM JLIERLY BL3 01 6/08/06 JLL BUILDING FRAMING TIME 13 00 6/08/06 DA NO NAME OR PHONE # 06/08/2006 08 09 AM DYASUMUR 06/08/2006 04 45 PM PBARTHOL hurricane clips on porch air seal at tub drain letter from truss company trussed have been modified missing nails in the hangers BL3 02 6/13/06 JLL BUILDING FRAMING TIME 13 00 6/13/06 DA 775 1225 no name 06/13/2006 08 05 AM DYASUMUR 06/13/2006 03 49 PM JLIERLY wrap and flash door and window jambs install windows and provide air seal / 3 screws & approved ul 181 duct tape or mastic on all joints (exhaust duct)do not use screws in dryer duct/post and beam connection at porched / foundation and down spout drains require an inspection before cover/jll BL3 03 6J JJJ_n BUILDING FRAMING TIME 13 00 NO NAME # 775 1225 06/14/2006 07 58 AM DYASUMUR DSD 01 /14/06 JLL BUILDING DOWN SPOUT DRAINS TIME 13 00 ALAN 775 1225 06/14/2006 OS 23 AM DYASUMUR COMMENTS AND NOTES (pi Iq( ,,A-F W- Sep' ! BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at w Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction dl 1 �X12 Azd, r nQU These correction must be made and are not to be covered until reinspection is madehery corrections have been made, please call "v for inspection tt/ -7 _ (-( Date r—c Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 6/13/06 11 26 35 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/13/06 ADDRESS 2024 W 10TH ST SUBDIV .. CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR -- -- ---- -- - -- - - - PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/ill 131,9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 5/02/06 DA ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR 05/02/2006 08 34 AM PBARTHOL RENAIL MUD SILL WITH CORRECT SHANK SIZE NAILS INSTALL CONNECTOR PLATE FROM MUD SILL TO BOTTOM PLATE AT GARAGE MAN DOOR WALL BL9 02 5/02/06 JLL BUILDING SHEARWALL TIME 13 00 5/03/06 AP 775 1225 05/02/2006 08 16 AM DYASUMUR 05/03/2006 08 34 AM JLIERLY BL3 01 6/08/06 JLL BUILDING FRAMING TIME 13 00 6/08/06 DA NO NAME OR PHONE # 06/08/2006 08 09 AM DYASUMUR 06/08/2006 04 45 PM PBARTHOL hurricane clips on porch air seal at tub drain letter from truss company trussed have been modified missing nails in the hangers BL3 02 6/13/06 JLL BUILDING FRAMING TIME 13 00 775 1225 no name 06/13/2006 08 OS AM DYASUMUR COMMENTS AND NOTES CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES.WA 98.362 Application Number 05 00000949 Date 6/09/06 Application pin number 289442 Property Address 2024 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 99 0 0 9210 0000 Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 208404 Owner Contractor LEWIS LOLA LEONA REED DESIGN & CONSTRUCTION INC 2024 W 10TH PO BOX 160 PORT ANGELES WA 98363 CARLSBORG WA CARLSBORG WA 98324 (360) 683 2062 Other struct info TOTAL % LOT COVERAGE 07 NUMBER OF STORIES 2 00 LOT SIZE 45396 00 TOTAL LOT COVERAGE 3417 00 NUMBER OF UNITS 1 00 O Permit ELECTRICAL NEW RESIDENTIAL Additional desc JARMUTH / 3417 SQ FT SFR Permit pin number 79434 Sub Contractor JARMUTH ELECTRIC Permit Fee 190 00 Plan Check Fee 00 Issue Date 6/06/06 Valuation 0 Expiration Date 12/05/06 Qty Unit Charge Per Extension 1 00 73 0000 ECH EL R SQFT FIRST 1300 73 00 5 00 23 4000 5C EL R SQFT ADDITIONAL 500 117 00 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 A residential fire sprinkler system, installed per NFPA f 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified CA as Fire alarm 10/20/2005 08 50 AM SROBERDS The proposal will result in new sfr w/attached garage in the RS 7 for total lot cov of 7% No land use issues are noted 10/25/2005 12 39 PM SROBERDS The proposal will result in a new sfr w/attached garage in the RS 9 for 8% lot coverage Existing septic must be tested Unless septic is a problem no land use issues are noted Electrical load calculations and elctrical permits are required Electrical service to be from the pole east of proposed house NOT to cross 10th St as the old service did See Gail 4708 for questions 10/19/2005 11 30 AM GMCLAIN 10/19/2005 11 33 AM GMCLAIN COMMENTS/ACTION NEEDED 0, ELECTRICAL PERMIT INSPECTION RECORD CAuL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A hMgD UM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO DITCH SERVICE FINAL I GENERAL COMMENTS: vw-1102.151491 CITY OF PORT ANGELES , PUBLIC WORKS ELECTRICAL DIVISION 121 EAST 5TH STREET PORT ANGELES.WA 98362 L� Page 2 Application Number 05 00000949 Date 6/09/06 Application pin number 289442 Special Notes and Comments Sidewalk to City standards required for school walking route A copy of septic system permit approved by Clallam County is required prior to issuence of building permit Fee summary Charged Paid Credited Due Permit Fee Total 190 00 190 00 00 00 Plan Check Total 00 00 00 00 Grand Total 190 00 190 00 00 00 COMME-NTS/ACTION NEEDED ' ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO'COVEA INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO SERVICE �0( _ p FINAL GENERAL COMMENTS: vw•►im.lsl�l PREPARED 6/08/06 8 58 56 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/08/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 ✓ APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/jll BL9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 5/02/06 DA ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR 05/02/2006 08 34 AM PBARTHOL RENAIL MUD SILL WITH CORRECT SHANK SIZE NAILS INSTALL CONNECTOR PLATE FROM MUD SILL TO BOTTOM PLATE AT GARAGE MAN DOOR WALL BL9 02 5/02/06 JLL BUILDING SHEARWALL TIME 13 00 5/03/06 AP 775 1225 05/02/2006 08 16 AM DYASUMUR 05/03/2006 08 34 AM JLIERLY BL3 01 6/08/06 JLL BUILDING FRAMING TIME 13 00 NO NAME OR PHONE # 06/08/2006 OB 09 AM DYASUMUR j7/gyp COMMENTS AND NOTES PREPARED 5/23/06 11 02 06 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/23/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 5/23 06LST L PLUMBING ROUGH IN TIME 13 00 ALAN 775 1225 05/23/2006 08 00 AM DYASUMUR COMMENTS AND NOTES PREPARED 5/02/06 13 15 25 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/02/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/jll 131,9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 5/02/06 DA ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR 05/02/2006 08 34 AM PBARTHOL RENAIL MUD SILL WITH CORRECT SHANK SIZE NAILS INSTALL CONNECTOR PLATE FROM MUD SILL TO BOTTOM PLATE AT GARAGE MAN DOOR WALL BL9 02 5 0 /06 LL BUILDING SHEARWALL TIME 13 00 775 1225 L ' 05/02/2006 08 16 AM DYASUMUR COMMENTS AND NOTES PREPARED 5/01/06 12 58 02 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 5/01/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 3/24/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/24/06 AP 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 03/24/2006 04 18 PM JLIERLY this insp is for foundation walls aprroved on this date/jll BL9 01 5/01/06 JLL BUILDING SHEARWALL TIME 13 00 ALLEN 775 1225 05/01/2006 07 55 AM DYASUMUR Ct COMMENTS AND NOTES BUILDING DIVISION - CITY OF PORT ANGELES �. Correction Notice Job-. Located at m CG�� a� Inspection of your work revealed that the following is not-in accordance with the codes governing the work in this jurisdiction az Z4,;U �� — S���lc. -- •L"C/J/ /" �7 GI1l/" r�av•z r These corrections must be made and are not to be covered until reinspection is made When corrections have been made., please call 4�27- "�� �(� .for inspection Date . 4-- Inspecto uilding Division DO NOT REMOVE THIS TAG PREPARED 3/24/06 13 04 16 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/24/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/21/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 3/21/06 AP 03/21/2006 07 53 AM DYASUMUR REX 460 7317 03/21/2006 04 51 PM PBARTHOL BL1 02 / JLL BUILDING FOUNDATION FOOTING TIME 13 00 03/23/2006 09 52 AM DYASUMUR DANNY 460 2485 COMMENTS AND NOTES ) PREPARED 3/21/06 11 25 11 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/21/06 ADDRESS 2024 W 10TH ST SUBDIV CONTRACTOR REED DESIGN & CONSTRUCTION INC PHONE (360) 683 2062 OWNER LEWIS LOLA LEONA PHONE PARCEL 06 30 99 0 0 9210 0000 APPL NUMBER 05 00000949 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 13/2j/06 JL 0 BUILDING FOUNDATION FOOTING TIME 13 00 03/21/2006 07 53 AM DYASUMUR REX 460 7317 - COMMENTS AND NOTES BUILDING DIVISION ( CITY OF PORT ANGELES ,.Correction Notice Job,.Located at. Inspection of your work revealed that the following is not-in accordance with the codes governing the work in this .jurisdiction .( r"� ZZ2i These corrections must be made and are not to be covered until reinspection is made When corrections have been made, please call for inspection /n/Date 3 s In or uilding Division DO NOT REMOVE THIS TAG ^ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 ® 0 Application Number 05 00000949 Date 3/14/06 �1 Application pin number 289442 Property Address 2024 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 99 0 0 9210 0000 Application type description RES NEW SFR r Subdivision Name Property Use �Q Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 208404 Owner Contractor LEWIS LOLA LEONA REED DESIGN & CONSTRUCTION INC 2024 W 10TH PO BOX 160 PORT ANGELES WA 98363 CARLSBORG WA CARLSBORG WA 98324 (360) 683 2062 Other struct info TOTAL `•k LOT COVERAGE 07 NUMBER OF STORIES 2 00 LOT SIZE 45396 00 TOTAL LOT COVERAGE 3417 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 63875 Permit Fee 1627 65 Plan Check Fee 651 06 Issue Date 3/14/06 Valuation 208404 Expiration Date 9/10/06 Qty Unit Charge Per Extension BASE FEE 1017 25 109 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 610 40 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 63909 Permit Fee 36 40 Plan Check Fee 00 Issue Date 3/14/06 Valuation 0 Expiration Date 9/10/06 Qty Unit Charge Per Extension 1 00 36 4000 EC EL-LOW VOLTAGE 36 40 Permit MECHANICAL PERMIT Additional desc Permit pin number 63883 Permit Fee 97 95 Plan Check Fee 00 666�G'4y Issue Date 3/14/06 Valuation 0 � 6 Expiration Date 9/10/06 —26` Qty Unit Charge Per Extension �V BASE FEE 47 00 1 00 14 7000 ECH ME INSTALL 100- FAU 14 70 5 00 7 2500 BCH ME VENT FAN 36 25 Permit PLUMBING PERMIT Additional desc Permit pin number 63891 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 orwork is suspended or abandoned for a period of 180 days after the work as 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 cons tion. Sig ature of Contractor or Authorized Agent _ D to Signature of Owner(if owner is builder) Date 69J S/ T•\Policies\1102_15 building permit inspection record05.wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION- FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDER FLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER , AIR SEAL -� WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'s SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 4174735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 4174815 BUILDING TAPolicies\1102_15 building permit inspection record05.wpd[1/4/2005] p T4 CITY OF PORT ANGELES q DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION �v 321 EAST 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 05 00000949 Date 3/14/06 Application pin number 289442 Permit Fee 132 00 Plan Check Fee 00 Issue Date 3/14/06 Valuation 0 Expiration Date 9/10/06 Qty Unit Charge Per Extension BASE FEE 47 00 8 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 56 00 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL EA BLDG SEWER 15 00 1 00 7 0000 ECH PL- EA WATER HEATER 7 00 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 V. rt k A residential fire sprinkler system installed per NFPA 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified as Fire alarm 10/20/2005 08 50 AM SROBERDS The proposal will result in new sfr w/attached garage in the RS 7 for total lot cov of 7% No land use issues are noted 10/25/2005 12 39 PM SROBERDS The proposal will result in a new sfr w/attached garage in the RS 9 for 8W lot coverage Existing septic must be tested Unless septic is a problem no land use issues are noted Electrical load calculations and elctrical permits are required Electrical service to be from the pole east of proposed house NOT to cross 10th St as the old service did See Gail 4708 for questions 10/19/2005 11 30 AM GMCLAIN 10/19/2005 11 33 AM GMCLAIN Sidewalk to City standards required for school walking route A copy of septic system permit approved by Clallam County is required prior to issuence of building permit Fee summary Charged Paid Credited Due Permit Fee Total 1894 00 1894 00 00 00 Plan Check Total 651 06 651 06 00 00 Grand Total 2545 06 2545 06 00 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,if construction or work is suspended or abandoned for a period of 180 days after the work as 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. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T•\Policies\1102_15 building permit inspection recoTd05.wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: 2 C6 PA-1 FOOTINGS WALLS may, FOUNDATION DRAINAGE/DOWN SPOUTS 37 2 b d A6 Jam/ $ PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDER FLOOR/SLAB ^, ROUGH-IN 3 L9 G 1 _ WATER LINE(METER TO BLDG) Jr- o c GAS LINE FINAL DATE ACCEPTED BY. , BACK FLOW/WATER AIR SEAL t WALLS �-j G✓ r-- CEILING FRAMING JOISTS/ GIRDERS r(� SHEAR WALL/HOLD DOWNS J� WALLS/ROOF/CEILING ( 6 fG� DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'s SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE: FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 4174735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT. 417-4750 PLANNING DEPT BUILDING 4174815 BUILDING T-\Policies\1102_15 building permit inspection record05.wpd[ //2 ] i ��t voxr.o t FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATION ;� -_ � Date Rec. t to Fill out COMPLETELY and in INK.Your application and site plan MUST BE �;-� � pp p � �' Date Approved. %4 COMPLETE to be accepted for review If you have any questions,call w 3 PERMITS(360)417-4815 FAX(360)417-4711 ate Issued. a� Applicant or Agent: C 1114 D C-14LI-4 VH-C K Phone 360-q6_7-3071 Owner- ._o& L-eol a Let..t/ , S Phone A00--4/5 7- 30-7 Address 20 l (P (/V 10 � City. 701"}- Angeles Zip q&36 36 AmrP�� J obf N 1319Y N E- Ar- A D t5f&R-/ Phone 4 6 0 -(9gU 6' Contractor )?E E-D rE5(6N -' CM45 tate License# REFS DG 1 b 3 xp Q Phone 9 5�3-Z4GZ Address. P6 136h A0 City. (_A L5 RoRG-- , WA Zip !%3Z PROJECT ADDRESS g0,�Z W `'O S? ZONING LEGAL DESCRIPTION Lot: 4 Block:_ 5����S�Sub ivision. V Z//'67 :7(0 �a Oel,4 CLALLAM COUNTY PARCEL NUMBER. •i N C7q-u uN e SE T -1 -S Credit Card Holder Name: Billing Address: City- Credit Card Type VISA MC # Exp.Date: TYPE OF WORK. PZE/VALUATION X Residential X New Constr ❑ Re-roof ❑ Stove2. 2_3 SF @$ -70 Z&/SF =$ /4,3 X3 ❑ Multi-family ❑ Addition ❑ Move ❑ Garage 2= 6 SF @$ 7CJ uo /SF =$ ,31 33 S- ❑ Commercial ❑ Remodel %9 Demolition ❑ Deck 6 k �4 SF @$ Z! 36P /SF =$ . ?J 8�- ❑ Repair 11 Sign 11 Other TOTAL VALUATION ,Cz7 BRIEF DESCRIPTION OF THE PROJECT A O 1-i 5 (,, $T R J CT 6 Uhl ,e UG?' S L. 41j,5 FFWGE COMMERCIAL/RESIDENTL4,L. Occupancy Group Occupant Load. Construction Type• 57-1GK No of Stories. 2 Lot Size �. Qr ,Existing Sq Ft. &Proposed Sq Ft 4I7 t N�TOTAL Sq Ft. Total loat coverage % 29 7/ D RGR� -7 o�d APPROVALS. PLANNING USE ONLY PLAN BLDG DPWU ESA/Wetland(s) ❑Yes ❑No SEPA Checklist required? ❑ Yes ❑ No Other- FIRE.OTHER. BUILDING PERMIT APPLICATION SUBMITTAL. The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be subnutted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section R105.3.2 of the International Buildmg/Residential Code,2003) No application can be extended more than once. 1 hereby certify that 1 have read and examined this application and know the same to be true and �rrect. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,not the City's, fh I must obfa uch permits prior to work. T-\RVESS\BLDG-forms-brochures\2003-Buildingpermit.wpd Applicant: Date: d 5 f� Prescriptive Approach —Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 S-te information Building Depattment'�Use.Only Lot: Permit'# Address 'Notes. . City- State Zip Contact: Phone Phone 2: Fax: Table 6-1 PRESCRIPTIVE REQUIREMENTS",'FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U-FactorDoor9 Wall Wall Wall Slab4 Option Area10 U- Ceiling Vaulted Above Int' Ext4 Floors On %of Floor Vertical Overhead" factor Ceiling Grade Below Below Grade Grade Grade III Unlimited Group R 3 040 0.58 0.20R 38 R30 R21 R 21 R 10 R-30 R 10 Occupancy Only See the code text for footnote references This project complies with the following ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing ✓ All building components meet the requirements listed in Table 6-1 Option III ✓ The project will meet all other provisions of the WSEC and VIAQ The project will take advantage of the following exceptions to the prescriptive option ❑ 602.6 Exception 1 One door that is 24 ft.z or less that does not meet the standards is allowed Location of the door taking this exception ❑ 602 6 Exception 2. Doors with a U-factor of 0 40 allowed without calculations, Option.111 only Location of the door(s)taking this exception T) E F -1c� Scavie-c, ? i� Copyright 2002,WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive—Simple Form—Climate Zone 1 7/26/2004 i Application Number 08 00000089 Date 1/24/08 Application pin number 683900 Property Address 202'4 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 99 0 0 9210 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor Gallauher Chad OWNER 2024 W 10TH PORT ANGELES WA 98363 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc OWNER CHAD GALLAUHER Permit pin number 119503 Permit Fee 46 00 Plan Check Fee 00 Issue Date 1/24/08 Valuation 0 Expiration Date 7/22/08 (� Qty Unit Charge Per Extension 1 00 46 0000 ECH EL R OR RM 1 4 ALT CIRCUITS 46 00 Fee summary Charged Paid Credited Due Permit Fee Total 46 00 46 00 00 00 Plan Check Total 00 00 00 00 (� Grand Total 46 00 46 00 00 00 r�I V SPECTION ELECTRICAL TYPE DATE RESULTS INSPECTOR DITCH SERVICE ROUGH - IN 1 FINAL -310 COMMENTS : ELECTRICAL WORK PERMITAPPEICATION ��- WC? 1 `= �t�•s Installation description Job wired by ❑ Electrical Contractor ❑ Owner ❑ Commercial ❑ Residential Electrical contractor name License number Date Expires ❑ New tered/Addition Purchaser s mat lin address, kr-rIL >T,> C City State ZIP ID /7/ 9T 1 -TAW UJ)-L& Telephone num r FAX number Z /1?10 "Premises hw'n�e>s na6 d/T,L�v.14`� y, v Address of ins ection t C (� move ke city )kv%-q-ek0�>PD5' <, IPe Phone number to schedule inspection q 5 7 l JV 0�- Owner as defined by RCW 19.28.261 (1) Owner will occupv 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. ❑ Cash ❑ Check# After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- ❑ Credit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296-4613, The City of Port Angeles Municipal Code, and Card# ---------------- Utility Specifications. ISignaftre owner lectr'c contractor r electrical administrator Expiration Datef�f of card $spect;on fe�Date ! `'�'6 Electrical Load Additi sand or subtractions Service Information ❑ NO LOAD CHANGES ❑ Baseboard _KW Voltage ❑ Furnace _KW ❑ Overhead Service Phase❑ 1 ❑ 3 ❑ Heat Pump _Ton LAR ❑ Temp Service Service Size: ❑ Fan-Wall _KW ❑ Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7 00 AM 360-417-4735 tDate OUGH THERMOSTAT SERVICE , Approved By Date Appr ed By Date Appr ed By FINAL DITCH FEEDER Appr ed By Date Appr ed Sy Date Approved By Inspection Area,Building or Equipment Inspected Action Taken Electrical Date Inspector CrrY OF PORT ANGELES t PUBLIC WORKS- BVMDING DIVISION , �l_i:AST 5`iM STRRET, PORT,AND S WA 98362 x. UILDING PERMIT I Sue 6J2212001 PERMIT NO: 92751 CIMWNERJAP�LICANT PRWI, TY IGICATION LOLA,LEONA LEWIS 2024, 10TH ST W 2424 WV'10 TWT Lot: SP7$-1-vLT1FW4IaC70. .,. Part,Angeles,WA 98363 Bioc SL52 Q L4nategal 350/417-8098 J: . `. Subdivisioru TPA , T: 'S: 0000": Parcel 063099009210000 r ,. A�tCHi1'ICT CONTRACTOR 'r p OWNER NIA VARIOUS Port Angeles,WA 99360 98360-OM 206/000-0000 360/000-0000 PROJECTINFO Project Value: $500.00 "rSFD Units 0 Oortirrlercia1: p Project Type: PLUMBING SPO SO FT: o lndws�ial: Occupancy Type: RESIDENTIAL Garage: 0 6ccii an drou MI=D"Units: 041. 1� p pY R� Construction Type: '„M SQfT: 0 Zoning Use: 'h. PROJECT NOTES PEPLACiE WATER DISTRIBUTION SYSTE1A4N kWSE' 0 kA FtES ASSESSMENT 13uitditag Permit: ` $0.00 �U4 'F _1: ${t: Plan Check: $0.04 Mist feet: $0:40 k Sta `$r i'i Fiaige:, $0.00 Mac F661. . . _ $0.00 House Moving: $0:00 Manufactured Mone: $0.00 T Sign: $0.00 TOTAL FEE: $27.0.0 Plumbing: $27.00 AICA }UGIT PAID• $27.00 Mechanical: $0.00 ” Bill ANCE OM $0.40 ''- ladon: $0.04 Separateftrm!"are requiredibreleefficalwork,SEPA,Shoreline,ESA,.utilihes,pri teartd pub0cimprovements.This pernnitbij!compe .. null and-VOONwork orconstrucOon author!=Ois notcommen6ddfc sfiuctioa orwoW, s Mmad rd ora w for od1df118p`-dbyl atter ft work as co eticeLl,&N*i qu#ro roaprworos Rave not t?een requested within 180 days from r#te last inspecttoro. .l hereby ow*that I have read and examined this.app tion:and kropw the same to be true and cortex. All,pr ons of lamarod ardinanoes°gvvertring this type of work WIII tie t�brnpli d with r specified`homn or ncrt. The granting of a Pemrtil¢cies not presume to.give authority to violeta<or,card tine_Frovisioha'of arty or iocai IwN c�nstn ion`or#re perBon noise Of con6truceion � . Sfgnawl;of Contrccator or Authorized Agent Data {h (lf owner is builder) f.>ate°' F'. CALL417.4815 FOR BUILDING INSPEGTIONgS tPLFASEPR©'VIDE A MINIMOM 14 HOUR NOTICR. ITI _f NLil i Ul. N- ER. , INSUTLATE O*CONCUL ANY WORKAEFORI:INSPECTED AND ACCEPTED. PCT`IgIjAff IN A NSPICt'JOUt ON. ,..KEEP PERMIT CARD AND APPROVED PIANS AT IOE SI'I E" INSPECTION TYPE :Iii► `` � i►CCEPTED lV II5 �; ' r; YFS NO . FOUNDATION: FOOTINGS- WALLS FOUNDATION DRAINAGE. . ELECTRICAL (U,Off D13m. SEI'AttATE R IJGo-I_f 4? PLUMBING' ; UNDER FLA OR/SLAB WATER LIME " GAS LINE- BACK FLOW/WATER AM SEAL WALLS - y COLING ., FRAMING JOISTS/GIRDERS MWAR WALL WALLS/RSP/CEILING DRYWALL F T BAR 17- INSULATION SLAM _ WALL/FLaR/CEILING MIICIIANICAL MEAT PUMP WOODS"COVE/PELLETICHM*01"I INSERT 220222C1S was -- PW UTILmz's l SDTF%WORK (E$gineering Division) SEPARATE PERMIT#'s WATERLINE i i R SEWER CONNECTION SANITARY STORM; - - - �r PLAI'INING OEPf. ,SBPARA*PERMIT#'e SEPA: e PARKINQUONTING ESA: ELA� SPIfJRELI E-FINAL INSPECTIONS UQUI1tEU P�II(TO OCCUPANCYIIESJDIBNTLU. IAL'R.W:7PWI417.4(53 FIRE£DEPT.,. — f 7 PLANNING DT. C.IAFPL RT d+°1-`poi. ' FOR OFFICIAL USE ONLY: BUILDING PERMIT - APPLICATION Date R=.- Fib Permit#: 12- Date ZDate Approved:_ + The Building Permit -Pre-application must be filled out completely. Date Issued: 1eN1° Please type or print in ink. If you have any questions,please call 417-4815 Applicant and/or Agent: 4 0 e Phone: Owner: Phone: 1-A0 I — i to to Address: City: Zip: Architect/Engineer: Phone: Contractor License#: Exp: Phone: Address: City: Zip: PROJECT ADDRESS: U-) I ( ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: City: Credit Card#: Exp.Date: VISA MC TYPE OF WORK: SIZE/VALUATION: ❑ Residential ❑ New Constr. ❑ Re-roof o Woodstove SF.@$ /SF.=$ ❑ Multi-family ❑ Addition ❑ Move ❑ Garage SF.@$ /SF.=$ ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck SF.@$ /SF.=$ ❑ Repair ❑ Sign ��� J��Uvr►binr�OTALVALUATION $ �® BRIEF DES=OF THE PROJECT: COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No.of Stories: Lot Size: %Lot Coverage: % Existing Lot Coverage: /sq.ft.+Proposed Lot Coverage: /sq.ft.=TOTAL LOT COVERAGE:__/sq.ft PLANNING USE ONLY: APPROVALS: PLAN Notes: BLDG. DPW_ FIRE ESA/Wetland(s): ❑Yes ❑No SEPA Checklist required? ❑ Yes❑ No Other: OTHER BUILDING APPLICATION SUBMITTAL: Your application and site plan must be fdled out completely to be accepted for review, The Building Division can provide you with more detailed information on the application and plan submittal requirements. BUILDING PERMIT APPLICATION SUBMITTAL: Your completed application,site plan(for additions)and building construction plans are to be submitted to the Building Division. VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Div.to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and construction plans are'submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application,this application will expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on written request by the applicant(see Section 107.4 of the Uniform Building Code,current edition). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized to apply for this permit. 1 understand it is not the City's legal responsibility to determine what permits are required,• it remains the applicant's responsibility to determine what permits are required and to obtain such. �-,2P :q PW-1102_13[rev5Jo11 Applicant: Date: °"'w� CITY OF PORT ANGELES PUBLIC WORKS -BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES,WA 98362 qa� BUILDING PERMIT ISSUED: 5/18/2001 PERMIT NO: 12661 OWNER/APPLICANT PROPERTY LOCATION LOLA LEONA LEWIS 2024 10TH ST W 2024 W 10 TH ST Lot: SP78-1-5LT1 V4PG76 Port Angeles, WA 98363 Block: SL52 F] Long Legal 360/417-8095 Subdivision: TPA T: S: Parcel No: 063099009210000 CONTRACTOR ARCHITECT OWNER N/A VARIOUS Port Angeles, WA 99360 98360-0000 206/000-0000 360/000-0000 PROJECT INFO Project Value: $1,500.00 SFD Units: 0 Commercial: 0 Q Project Type: RE-ROOF SFD SQ FT: 0 Industrial: 0 (�J Occupancy Type: RESIDENTIAL Garage: 0 Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: PROJECT NOTES TEAR-OFF/REPLACE SHEETHING AS NEEDED/FELT/COMP FEES ASSESSMENT Building Permit: $54.00 Misc Fee 1: $0.00 Plan Check: $0.00 Misc Fee 2: $0.00 State Surcharge: $4.50 Misc Fee 3: $0.00 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 TOTAL FEE: $58.50 Plumbing: $0.00 AMOUNT PAID: $58.50 Mechanical: $0.00 BALANCE DUE: $0.00 Radon: $0.00 Separate Permits are required forelectrical 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 as 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. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date WELDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE i ! 40 / r f INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:q ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATERLINE GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL WALLS/ROOF/CEILING DRYWALL T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP WOODSTOVE/PELLETICHIMNEY/INSERT HOOD/DUCTS PW UTILITIES/SITE WORK (Engineenng Division) SEPARATE PERMIT#'s WA IERLINE/MEFER SEWERC'ONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING C:\APPL.W PD °`°.w�N CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 05-00000949 Date 10/05/05 Application pin number . . . 289442 Property Address . . . . . . 2024 W 10TH ST y`�7 ASSESSOR PARCEL NUMBER: 06-30-99-0-0-9210-0000- Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 208404 Owner Contractor ------------------------ ------------------------ LEWIS LOLA LEONA REED DESIGN & CONSTRUCTION INC 2024 W 10TH PO BOX 160 vvv PORT ANGELES WA 98363 CARLSBORG, WA CARLSBORG WA 98324 (360) 683-2062 ^1 Other struct info . . . . . TOTAL 59 LOT COVERAGE .07 O NUMBER OF STORIES 2.00 LOT SIZE 45396.00 N TOTAL LOT COVERAGE 3417.00 - -------- NUMBER OF UNITS------------------1.00 - -------- ----- Permit DEMOLITION Additional desc DEMO HOUSE & GARAGE Permit pin number 61903 Permit Fee . . . . 47.00 Plan Check Fee .00 Issue Date . . . . 10/05/05 Valuation . . . . 0 Expiration Date . . 4/03/06 Qty Unit Charge Per Extension BASE FEE 47.00 ---------------------------------------------------------------------------- \� FeesummaryCharged ---Paid Credited - Due--- --- ---------- ---------- _ Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 Separate Permits are required forelectrical 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 as 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 co r tion. 66t'�� S' nature of Contract r or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1 102_15 building permit inspection record05 wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDER FLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT#'s SEPA• PARKING/LIGHTING ESA- LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W./PW/ CONSTRUCTION-RW ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T.\Policies\1102 15 building permit inspection record05 wpAj / 005] CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date ls Time Fe--1 Received by --��—L-- ( hone person) Location of Work to be inspected 20� Name of person requesting inspection a �� Address of person requesting inspection Phone No. �G,O — So08 Type of Inspection (circle appropriate one): Permit No. eD.�=�7a Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other INSPECTION NOTE : f, Inspected: Date 3 �� bTime By L� Remarks: RESTORATION REQUIRED . . . . . . YES NO SURFACE RESTORATION: SURFACE TYPE: ❑ Unimproved []Gravel ❑Asphalt ❑PCC ❑Other []Repaired by City Work Order # ❑Repaired by Permittee ❑ COMPLETE ❑No Damage Found ❑ INCOMPLETE t - �a NGELES- WASH I N GTO N, U. S. A. MDA-o 2 PUBLIC WORKS & UTILITIES DEPARTMENT ;z4 November 4, 2005 c f- Reed Design &Construction 4S =_ P.O.Box 160 ;,. Carlsborg, WA 98324 •y'.F+fR� bra RE: Port Angeles Landfill Waste Disposal Application,WDA OS-32;Building demolition ll * at 2024 West I& Street,Port Angeles We have received your application for disposal ofbuilding demolition debris from the referenced f := site and reviewed the testing results for lead and asbestos content. Based on the testing results the debris appears to be acceptable for use in the landfill. A copy of your approved application is attached. This approved application must be shown to the landfill scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, Gary W. Kenworthy, P.E. City Engineer Deputy Director of Engineering Services GWK tf Encl WDA 05-32 Copy Ken Loghry N\PWKS\ENGINEER\WDAPPL1Ck05-32WPD FILE Landfill Solid Waste Disposal Applications 321 EAST FIFTH STREET • F O BOX 1 150 • PORT ANGELES WA 58362-0217 PHONE ---,6C-41 7-4605 • FAX 360-4 i 7 4542 • TTY 360-417-4545 E-M/-IL r :L'!ICV;'CfkSCCiLVG`Ga Us --__ -- --= - ---=-- - -- - 09/26/2005 09:44 FAX 360 491 6306 ORCAA Z 001 � PERMIT* a 153 • APPROVED CONDITIONALLY AP AO O� I SL %�r,� NOT APPROVED EP FOR COMPLIANCE WITH �y,.� k .- ORCAA REGUL Ohl �r tf'�,k, BY: _ Notification of Deamatiti+on emit it r=&Low tho oq pas a ft aou or Now the&Wnwm Ger>,1w nonoral d am/sedge as m a1 sobcow .ede>tei./tneicclelt lsw ltewt rssad b+cae lie aws�ie ie�eiciset. 1lae4r aril tst eatsnmee as r+esinYe peed K dem tales lie ouuw a opwidw be oibilud wrom epprow&M 4 oc" A wAgcs opprWom ftr a d.enYtlos xW Lteiie a ewalloWaa rine Goo IS.n dsrsn eetemid ccood tlea r tita asea at the PtgjeotSibRAddteart: ? 2 JQL" _�nouptY GI LL gwwe ! Date 4p- Saban is a 16 eoci6 4 advaeoe v"6ee>toe Few teas naw of peau Vie) Plomty )mawL oL LF7�►5 redep�oae:_, Gtg: DecWfif tt b G 103,e 0 F3 MoftgAdt4aw PQ_ _X1 h YES ✓ No m>�w � � csts�oor«)�t�.�.�� ✓ Two*Fvie DemolitiooT (trim s>cwh an aewhu c Impud far toinat ) R4ttovatioa.Atree Eco.PmmWk&hlraleetWa.or other OnowdoO AvbWw h=d w=RW M •we 0RtAA•sttlee i»eo DORM.r 300006%%AAM%r*6M Nd IWIPIM lee lade r MOM& e P W b may sidles tem a wo L AdIsaw t p*ft iswd kg dwo5ir sot to PHbeeei by a CkW&d Ash M s CeMsrarr=W A 011 1- of try fims obwo ate in meows Istat ay dmdVm Wow Rder t.OWAA Bydgm 1 Ail* k lar eMbog -- segdieabar as my ePPh• - - Aaltealne S1ae_.v C.coplMd by AUX"CWxll 0 bupaellos o� f>��o Ibis aplso�penelc atoll �tt�t1,B 0d ifiolin of 6c Aabr tow So voy epoo v bt erelW&a dwjdb eile no duo toss s9co 81Jssi�d�Nw,pyarpia picimipae!!!Im twoopow ��pu•am�,am • ns s+��ot n.►.Mcrol PAI CK. NO, DATE_ DC 6'd zsoace 0:01 b8S0-s6E-0w SOIS30SUM NtWomA 90%02 S002-Te_d35 fCA (Certt"ft' cate of Completton Tbto to to tertilp that j Bob A. Witheridge bao oatiofactortar computeb 4 bouro of refregber trainina am; an Asbestos Building Inspector to tompip witb the training requirententg of 9601 Title 30 40 C13A 763 (3jbC3?%Z() Certificate Number 1011753 (WAMOA-0042-4) M X Fd Oct 13-2004 V 0 cl';v%"i nstructor) w Aw SAF&Y TRAINING. IND"IAL HYGIENE Date(s)of Training I Provider Cett Number: M09907012 Exwn Scom NA Expiration Date Oct 13,2005 V Argus Pacific,Tnc. 1900 W.Nickerson,Suite 315 Seattle, Washington 98119 (206)285.3373 fax(206)285.3927 . .......... V, S;1 Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360-385-0584 northwestasbestosconsultants@cablespeed.com Date: 5/21/05 Job_Locatj= 2024 W. 10th St. Port Angeles, WA 98363 Tax ID #,Parcel 06-30-990-09210-0000 Owner. Lola Leona Lewis 2024 W. 10th St. Port Angeles, WA 98363 Contact ,john Bayne- Reed Design_ & Construction P.O. Box 160 Carlsborg, WA 98324 Subject: Demolition Inspector: Bob Witheridge AHERA - Building inspector / Management Planner WAMOA - 0042-04 Expires - 10/13/05 Scope gf work 1) Inspect for asbestos containing building materials (ACBM). 2) Survey, sample and-record suspect materials. 3) Report to John Bayne of Reed Construction with results of testing by Clayton Services. 4) Copies for John Bayne, City of Port Angeles Permit Center, Olympic Region Clean Air Agency. Inspection Rem The inspection started with a visual survey looking for Asbestos Containing; Building Material (ACBM). Finding wood strucutre with composition roofing material, metal clad windows, fibreglass insulation, wood heating all on post and beam foundation. Approx. 1575 sq. ft. Sample#1: Storage room and back deck area. 9"x9" floor tile with mastic. Brown Sample was sent to lab. See results. ASBESTOS BULK SAMPLE DATA Northwest Asbestos Consultants 406 Reed St. Port Townsend, WA 98368 360-385-0584 tio-rtliwestasbestoscotisultwits@cablespeed.com To Clayton Services Date: 5/13/05 lob Lo atc ion: 2024 W. 10th St. Port Angeles, WA 98363 Owner: Lola Leona Lewis 2024 W. 10th St. Port Angeles, WA 98363 Contact: John Bayne- Reed Design & Construction P.O. Box 1.60 Carisborg, WA 98324 i ,Sample #1: Storage room and back deck area. 9"x9" floor the with mastic. Brown ,Ine_Ctor: Bob Witheridge AHERA - Building Inspector / Management Planner WAMOA - 0042-04 Expires - 10/13/05 Please call with test results when completed. See attachment. Thank you, Bob Witheridge, EFM ASBES'T'OS BULK SAMPLE DATA tog#: 40034 acw- WVLAfL+ac(WCsiutoca rrbrlb. Rivlbws GRQUF SERVICES AaraWW#AftftbW pmjallk 900.75 awt.1' 111�*so�ilrw Chat Name: Nartbwest Asbadas CA nftnts caumat]Bob Withwwp lob I,ochow 2024 West 106 Stred,Part Aogc1ei�,WA MUM. SAMKS 9;Cl � �Ho�� �° MW Toa aad blook No Atb=W 0efirde t AlpblAFMW&2h,d r 40 rmna Wada t0 • IA►VMD YOdi Pia tad Biadsr 30 qu�lbrwws rates Mterr tl�bteas�ax�p[�+aarfa.{�.attaJ�r�bfA�wt�a � i i SAWLSI 3 BY Bob WA=Nfp DATE: 9/13/7005 ANALYZED BY:h*CuamdW DATE:91 005 mM pp����C��X)N�PPA��N�YYp. �Nr&ffl►.w�aMA9 * 7� M,�y��� l�OECm�w B i: �rF�ti me i DAIM 9/i�E►fiAiJ •I bur ift •r Qy�ni.mt6rd�l�tia�JB8Aeeir3/►!. t01lVWdesrtidied�m00M�►1l�LAEs►MXa3it�nnr�aa�.Atb�ftl�at�el�li�sitoa�+�r�i �+�wd6nu�r lour IYS� wNro� sdei� �eo +Mb,I�t�w�to�.l�horwiWtndi4t/ewirJlrylfJ�i. OvrAlstagy@�elmdllsa�dt�e/r�r�ed �t iisWLt�rad�edd�tb�+M4�p��ldy�t l�4fieaaDtneimp mh" Swam 0gvskAmmisad0ariiolirmk*w � ,Q �� wt�eYMPiti/�ry�ra�atraQito6+r•t4Q�r�Md+.Of AwN1�t�rt�M�tn.k4fir/r«raMKlstAwM/��naldbwa�a w�wper I Summary of Inspection This survey includes all areas of inspection with the report results from Clayton Environmental Testing Labs. Sample report as follows: Sample #l: Storage room and back deck area. 9"x9" floor tile with mastic. Brown No asbestos detected. All asbestos containing building materials with a reading of 1% or greater is to be removed by owner or a certified abatement contractor which follows the rules of the EPA and governed by Olympic Region Clean Air Agency. During building demolition or remodeling, it is possible that additional suspect asbestos containing building material (ACBM) may be found with in a wall, floor, ceiling or other areas not accessible at the time of the survey. Should such suspect material be discovered an AHERA certified inspector will have to sample and test the material to prove it is of non-asbestos. Northwest AsbestosvConsultants is not responsible for identification of hidden materials that are not identifiable with reasonable diligence. Please contact Northwest Asbestos if further assistants is needed. Th ank you, 1 Bob Witheridge, E. M. - v PORT ANGI: ES L,ANDFI S _3 - LL WASTE DISPOSAL API'LICA'I'ION To: City of Port Angeles, City Engineer 321 E Fifth Street Phone: (360) 417-4803 P.O. Box 1150 FAX: (360) 417-4709 Port Angeles, Washington 98362 NOTE: All questions must be answered for waste to be approved. I. Generator Information: Company Name:, 0 — �Ci'l..ls�2✓G7L�J Mailing Address: P Ba v 0e, b Contact: Phone: —.2-062- Project 62Project Name: Project Location: r Other Contacts (if applicable): onsulting Firm: Zwo;1 .4 ontact: Phone:- Contractor Name: Contact: Phone: Laboratory N✓L Gaa Contact- Phone- City of Bort arulf v,,W,r�,t.. _ D'!,trusal Atrtrlhcation '3 Source of Wase: ----- — --- ------ -- ® Check the appropriate box below and briefly describe the project, roces P e and/or cleanup that will or Inas produced (Ile waste requiring disposal Include the gasoline service station number (if applicable). I CERCLA/MTCA Remediation Agency Contact: Independent Remedial Action _ UST Removal Unused Chemical Product Spill Other Source:, i i i I I i i i rWaste Material Composition: (check all that apply and Include percent of total) Soil % Foundry Slag Concrete/Asphalt — Dredge Sediments % Preserved Wood % — _� Debris Coal Ash Other (list) I Wood Ash04 _ NOTE: Total must equal 100%. 40 5. Waste Material Contaminants: (check all that apply) Gasoline Metals Diesel Solvents Heating Oil PCBs Unused Motor Oil Used Motor Oil/Waste Oil -ff� — Other jti� �ZTC4,a� Other Petroleum Product Unknown rNOTE: Supply any MSDS information with application, — - -- if available Cily of Poit Anj1vi(?s l .indfdl Waslo Dis(�o.rel /�{�{�lu alwn G Estimated quantity of Waste for Disposal — - - — -- - — ® Cubic yards / O Drums Tons (estimate both) / � Other Tons (estimate both) NOTE: Estimated quantity for disposal must be within 2001j) of the quantity actually disposed. (10% for projects over 7,500 tons or 5,000 cubic yards ) 7. Frequency of Disposal: One time Monthly Annual Other 8. Waste Sampling: _ Proper characterization of the waste for disposal requires the collection of re presentative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled. Include site maps with sampling locations If possible. Number of COMPOSITE samples 8 number of discrete samples per composite Number Off DISCRETE samples --D��1 A. .. <7 V-14 l NOTE 1: Unless prior approval has been granted by Pori Angeles, the f frequency will be used. following sampling 0 - 25 cubic yards = 1 composite sample 25 - 100 cubic yards = 3 composite samples 101 - 500 cubic yards = 5 composite samples 501 - 1000 cubic yards = 7 composite samples 1001 - 2000 cubic yards = 10 composite samples >2000 cubic yards = 10 plus one sample for each additional 500 cubic yards NOTE 2 One composite sample shall contain a minimum of three/maximum of five discrete samples. Cily of Pori Angeles - Landfill Waste Disposal Al�f�li�,itiun - -- Pago 3 9 Waste Analysis---- ---- - --------- - - -- ® The "Dangerous Waste Regulations" (WAC 173-303) shat be utilized to appropriate analytical requirements for waste characterization. Ecology Publiicat on I#9 the (Revised Apnl 1994) "Guidance for Remed,ation of Petroleum Contaminated Soils" shall a191.30 be used to characterize petroleum contaminated sod s from UST releases. Submit all laboratory analytical results, QA/QC data, and Chain of Custody sheets along with this application. (NOTE: The laboratory must be accredited by tilt, Washington State Department of Ecology.) a) List all analytical test methods used b) Provide a narrative as to why file above analytical methods were selected: 1 5:A-W. s f�vif /� Porc�ili i9Y �F .t 46 �a,v &S.O -.r NOTE: Additional sheets attached: — YES NO r Classification: (""FOR PETROLEUM CONTAMINATED SOILS ONLY""n the analytical data and Ecology Publication #91-30, the soil classification is: the (check Class 1 Class 2 _ Calculated Hazard Index Class 3 Class 4 11. Dangerous Waste Affidavit: Based on a review of the analytical test results, site history, and the aLWasle regulations this waste is classified as: (check one) s Neither Dangerous Waste (DW) nor Extreme) Hazardous dou {7=I.1 W) Dangerous Waste (DW) and Waste Code Extremely Hazardous Waste (EI IW) and Waste Code City ul hurt An�t� lr, tisOfill Waslo Disposal Appi,( .Tun -- -- pilao 4 _ 12. Certification: We, THE UNDERSIGNED, certify that this application information provided Is correct and the enclosed analytical re ul s representf our the proposedgw All material to the best of our abilities. waste Waste enerator Sig ature Printed Name i Company Date j i City,Of Prim A►i V -' -geles }� nova ,�.< `>< >;' "J:Xp'f.�• r.`p�,t`3pff app 1. r2 �� 'YS:✓%i, Y4:<�`<:f�`^ham^.,",: :"S' ,v.:.;•<!1.::ocg£2�f'/ <'' 2,f,•'!< <•.J, /+�,,{`,,, .•>,, J>•,., f'% n> v<,. 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"V`, f flfr n'f,,,t< 4� p >r.2 ,!?Y'e't �v�.i.V , ' r ` �<Y..(f vrF.<"�`"2`r O\2l l�J.+> liS9 t,r r•T�'�>f. li �J�>�<4`V',{i ti!�t „4,w4'�v'r r. 2 � >.' <�.,)� .�'+ <`r ' .'>':`••''4a.<: .i'vt, i+.'?l N<S'.,,,<�, r,.4<< a+Q) r,U �w22"<if3t�`Si,Sr42,^;,r ro<a+�a�.�;, �+�c,,C:r,3a,'2' � •3^!+•ii',:r.Y><fta<7FC)F)e�f <, >'Y ''.i:;7.�.+xco<.>.k 01e; ' .2!<r+2)FS`o•+ l• • ` `<,<+'`` �o.v'Y>' r'/'`''�:;, "+>)X;;.Nf .4 Y er'6i�•SW 2•t,� ' Y'%l ,,.ti y�✓, ., , y ^7".r,Y vd .K[o�; '<.l l ,Approvai`Exiiaatl oDa� Date y ' <' ":<;<i L. ` 'o'n i4. '', � <,+3'fiC�<ja�l.�j�<ff£S •5•�k r ''�:,;�': ,'t {:.,,<%.,, > „<, '+`>7,:`.fi Y.yf�G$/y 'wYYIK'�•fi�:7�<y,r•:i t;„'f/,.�^< , y.>,,��:.>�'•!(R>a'v ,,y,,r'•�255.'j,'+.,.'S:,> 4Y': ,.i N POLICY_P11000_6W11OOA_01 WPO C Y of Port An�clos Lnndflll Wa�,le nls��osal A���>I+ct�tlon CITY OF PORT ANGELES PUBLIC WORKS.- ELECTRICAL DIVISION 321 EAST 5TH STREET; PORT ANGELES.WA 98362 Application Number 05-00000949 Date 11/09/06 Application pin number . . . 289442 Property Address . . . 2024 W 10TH ST ASSESSOR PARCEL NUMBER. 06-30-99-0-0-9210-0000- Application type description RES NEW SFR E!� Subdivision Name Property Use . . . . .67 Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . , . 208404 , .v Owner Contractor ------------------------ ------------------------ LEWIS LOLA LEONA REED DESIGN & CONSTRUCTION INC 2024 W 10TH PO BOX 160 PORT ANGELES WA 98363 CARLSBORG, WA CARLSBORG WA 98324 (360) 683-2062 Other struct info . . . TOTAL % LOT COVERAGE .07 NUMBER OF STORIES 2 00 LOT SIZE 45396.00 TOTAL LOT COVERAGE 3417.00 NUMBER OF UNITS 1.00 - --------------------------------------------------------------------------- (� _ Permit ELECTRICAL NEW RESIDENTIAL 7J Additional desc OWNER/ TRIM-OUT Permit pin number 63909 Permit Fee . . . 36 40 Plan Check Fee .00 Issue Date 3/14/06 Valuation 0 Expiration Date 12/19/06 Qty Unit Charge Per Extension 1 00 36.4000 EC EL-LOW VOLTAGE 36.40 ________________________________________ - c++ai� .d' ___ ___-__--- ---,____________________ 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. A residential fire sprinkler system, installed per NFPA 1 13D, will be required 1 2nd option is to install an outside alarm bell that is inter-connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" 10/20/2005 08:50 AM SROBERDS - The proposal will result in new sfr w/attached garage in the REP7Lf6rREota1 lot-cov of 7%. No land use issues are noted'*'�G ` 10/25/2005 12:39 PM SROBERDS -- The proposal will result in a new sfr w/attached garage in the RS-9 for 8% lot coverage Existing septic must be tested. Unless septic is a problem, no land use issues are noted. Electrical load calculations and elctrical permits are required Electrical service to be from the pole east of proposed house NOT to cross 10th St. as the old service did See Gail,4708,for questions 10/19/2005 1T:30 AM GMCLAIN ------------------,---------- 10/19/2005 11:33 AM GMCLAIN --------L'3c�= = r=`--1---- Sidewalk to City standards-1 required foil"sbfi l a, ing"4 route COMMENTS/ACTION NEEDED 4 CITY OF PORT ANGELES PUBLICWO , Sj-. ELECTRICAL DIVISION -1;21 F 1'.CT 5TH STRE• I'ORT�'dNGELES WA 98362 -Page- --- 2 — - Application Number . . . . 05-00000949 Date 11/09/06 Application pin number- . . . 289442 ---------------------------------------------------------------------------- Special Notes and Comments A copy of septic system permit approved by Clallam County is required prior to issuence of building permit. ---------------------------------------------------------------------------- Fee summary Charged Paid •,.Credited Due Permit Fee Total 36.40 36.401 ' OOr .00 Plan Check Total .00 .00 .00 .00 Grand Total 36.40 36.40 .00 .00 �•s -i a COMMI-HNTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MIrIN M 24 HOUR NOTICE. IT IS UNLAWFUL TO COVE/, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED CoMMlsTS YES NO DITCH SERVICE FINAL GENERAL COMMENTS: _ vav-uo�.�s(ate ELECTRICAL WORK PERMIT APPLICATION r� ❑ ❑ Installation descriptio Job wired by ' Electrical Contractor Owner ❑ Commercial esidential Electrical contractor name License number Date Expires ❑New ❑Altered/Addition Purchaser's mailing address ' C4 City State ZIP 7 Telephone number FAX number Premises owner's name :K; C7#c,1-# Vd£ & Address of inspaction 1 s \C Al City Qrf �{1G� �!S uC «.//,►� i/ �a ✓WIUit f Phone number to schedule inspection: 6- _30-1 Owner as defined by RCW.19.28.261:(1) Owner it-ill occupy the.%tructure for two }°em's 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. LJyyy���--- Cash Check# 2'S5E) After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- ❑Credit Card Visa Mastercard Discover lation 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 Card# ___--- _--- _---___ Utility Specifications. rSigDnature f owner Vlectr' 1 contractor or electrical administra or Expiration Date Inspection fee Date: 31 (0 of card $ 3 Electrical Load Additl ns and or subtractions Service Information ❑ NO LOAD CHANGES LIBaseboard _KW, Voltage ❑ Furnace _KW ❑ Overhead Service Phase I7 1 ❑ 3 ❑ Heat Pump _Ton_LAR ❑ Temp Service Service Size: Cl Fan-Wall KW' ❑ Underground Service Feeder Size: SAME DAY INSPECTION CALL BEFORE 7:00 AM 360-417-4735 ROUa E5E SERVICE D,,w Dnte Approved BY FFEEDER D D.,e Approved By InspectionArea,Building or Equipment Inspected Action Taken Electrical Date Inspector /A S �N t .95/30/2006 06: 06 360-661-7272 JARMUTH ELECTRIC PAGE 01 v� ELEcrRICALWORK PERMITAPVUCA110N, r tatallation description // Job wired by leetrlcal Contractor O Owner p Commercial Ot✓Wlklktdal Eleari el contractor name }}--_/J LicMerumher Date Expires rw, u s ecAti c- Lit C O Altered/Addltlon pmahuer'e mailing addrer ,� 3Y9 W Was i n 9 J/'►'/ ✓FQ�' r C Wil ZIP TelephonVilumbera FAX number fremlass owner's name aUll c 2323 Ad reu 91juspection / y� CD2y w ID city 9t4- c4e- Phone number to sebedu laapectioe: 34117 Owner at defined by RCW.19.28.261:(1) Owner will occupy she structure for two years q(kr rho electrical permit Is finalised (2)Owner Is required to hire an electrical contractor rf above said properly o for sale, rrnt or lease. U sh 0 Check# After reading the about statement, I heroby certify that I am owner the oer of the above reined property or a licensed electrical coutractor. I am making the electrical instal- Credit Card Vasa Mastercard Discover lation 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 Card N Utility Specifications. siguatera owner, tier e rice contractor or electrlrial administrator .Expiration Daft X -OGOf cardQ( ��Date: SID Oil Afiona and or subtractions Service Irdorntation U NO LOADM�/ApN��S �. O Batseboor0-�FF^" Voltage O Furnace _KW 0 Overhead Service Phase 1 O 3 O Heart Pump Ton_LAR ./D. Tenlp Service Service Size: U Fan-Well ff KW la Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGHJNN THERMIj SERVICE � n r D . Appmv.a By M,e Appnvd y FINAL DITFUER e vM By D., Mae A,,I By Inspection Area,Building or Equipment Inspected Electrical / Date 6 E9 Pim �s7P Actloe Taken inspector �(6/6 An Ao&(A(Fr;r(6 �n —f?1=n1(A(-)4Y ::A r1 OK— IV . •!/cu_O S 44 T ;:'- .Svr,/C-ivL PD C%1 x 884io. /W15 O a + n _C 1740 T.. 576 1938 1932 B o o r 2� F CU r r HP 50 - _ 71 27 B 1593 FAN 1 `25 1158 B > w m \ -- m < 9 - , 2015 + F 5 z a 203 37 2009 HP /QC. .f � C-127 �. i� + 1 IOOA c/o 4 U - 2101 E, 2027 2021 c 40K Co _ _ _ 4 1/0 1943 1935 1/0 Z o CJ U 2114 2106 2026 2024 2016 2010 L1 L - #- 1091 i- 25 B 1087 37 O T21 '' . ELECTRICALWORKPERNIITAPPLICATION 1 0� F loom �C�S Installation description`, Job wired by C3 Electrical Contractor Owner LJ Commercial ¢(Residential Electriebcontraycto,r na e License number Date Expires / _ AV'P W tv- ' r ❑New ❑Altered/Addition ` Purchasers mailing address 202_ /jyl- t [ , __ q p A-PD I Z5 A 5yb KP City Y+p1 'QI 'es WV* ZIP4S310� v-e- Fo �r f � K Gage . Telephone number FAX number 3(vo-y5�-3a-I 'Premises owner's carne CkeA �Z�l(14,w� ( lT Address of inspection, — City pori- A-V R P5 WA- 4 6 ; Phone number to schedule inspee ion: o- S7-3aT� 1� '(5 - 52-So4S Onmer ne defined by RCPo,19.28.261.(1) Owner wilt Occupy the'buena"for two rJ1111 after this electrical/crani[is finalized. (2)Oroa;er is regaored to hire an electrical caatractor i(aboee said paopor, is for.sale, rent or lease ❑ Cash ❑ Check# After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- ❑Credit Card Visa Mastercard Discover labon or alteration in compliance with the electrical laws, K.E.C., RCW. Chapter 1928, WAC. Chapter 296-4613, The City orPort Angeles Municipal Code, and Card# Utility Specifications. Signature o owney leetrica contractor electrical admin' trator E',XIJIrdtlOn Date � �ner, Ins tion fee X (/ Date: D� ofcard $ <, 0o Electrical Load Additions and or subtractions Service Information ❑ NO LOAD CHANGES tom/ O Baseboard _KW Volta e I 0 LJ Furnace _KW ❑ Overhead Service Phase t ❑ 3 ❑ Heat Pump _Ton—LAR O Temp Service Service Size: ❑ Fan-Wall _KW ❑ Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUCII-IN THERMOSTAT SERVICE Dasa APProvN By D.vc Approved BY oa,e Apprm ed By FINAL DITCH FEEDER � z tFd D. . Approval By Da¢ Apnroved By Da c Appmvtd By 1\111 Inspection Area,BuildingorEquipment Ins ected Electrical Date F .Action Taken Inspector I — i i MAY 3 0 2 07 j LIGHT DEPT. I \ �"ORT'N CF(�N ELECTRICAL INSPECTION 4 A WIRING REPORT e° AFF 417-4735 ARKS 6 DAT PERMIT M INSPECTOR Z� / O� �,o OWNEWCONTRACTOR G�+la &AL-LAta ADDRESS 2-4 W 1a ST APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . ... . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: 1'11c�n U L)n�f� �¢A h �l • �i`�iZ ' hAtN 17Lsc . (--o l_ _-12 L20—t Z' 7�"a P I�iz4'c_Ac_'1� 'FgU��? �lFe.l NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS.INC.(360)452-1381 ON SITE SEWAGE DISPOSAL SYSTEM EVALUATION JA # DATE RECD '11Z0�D SURVEY# ZQoS—oo9Y7 PERSON OR ORGANIZATION REQUESTING REPORT: REASON: NAME: Chad Gallauher ❑ FOOD ESTABLISHMENT INSPECTION ADDRESS: 2024 W 101h Street ❑ LOAN CERTIFICATION ADDRESS: X BUILDING PERMIT CITY,STATE,ZIP: Port Angeles,WA,98363 ❑ OTHER PHONE: 360457-3071 LEGAL OWNER OF RECORD NAME: Lola Leona Lewis PARCEL NUMBER: 06-30-99-009210 ADDRESS: 2024 W IO1 Street CITY,STATE,ZIP: Port Angeles,WA,98363 DESCRIPTION:Pm Gallauher S/P TPA 78-1-5 Lot I-Sub PROPERTY ADDRESS: Same Lot 52 V 4 PG 76 1.04A Survey V 28 P 13 CITY,STATE,ZIP: DIRECTIONS TO SITE:In City of Port Angeles FINDINGS:THIS REPORT DOES NOT CONSTITUTE A GUARANTEE,WHETHER EXPRESSED OR IMPLIED THAT THE SEPTIC SYSTEM WILL CONTINUE TO FUNCION PROPERLY.THIS REPORT CONSTITUTES ONLY A SUMMARY OF FINDINGS ON THE DATE OF INSPECTION. PERMIT ON FILE? R YES ❑ NO PROPERTY CURRENTLY OCCUPIED? 19-YES ❑ NO SEP# ZpaZ- U O(r?_ / LENGTH OF TIME VACANT: (MONTHS) (YEARS) � APPROXIMATE DATE OF INSTALLATION: 03 NUMBER OF BEDROOMS:(E)USTING) i1 (DESIGN,�'/L DRAINFIELD:(FOR A DEVELOPMENT PERMIT, `T DRAINFIELD MUST BE LOCATED.) SEPTIC TANK: /� VOLUME: 5-1000 ❑1250 ❑OTHER TYPE OF SYSTEM: 6nA J lc`/ NUMBER OF COMPARTMENTS: 11 -�Er2 SETBACKS IN COMPLIANCE �rYES ❑ NO CONSTRUCTION MATERIAL: 19 CONCRETE SEPTIC SYSTEM ON SAME PROPERTY &-YES ❑ NO NEEDS REPLACEMENT/REPAIR? ❑ YES ANO REPAIR/REPLACEMENT AREA: INLET MISSING/REPAIR? ❑ YES 49 No ADEQUATE 9�-YES ❑ NO OUTLET MISSING/REPAIR? ❑ YES Lr NO LIMITED ❑ YES E9 NO OUTLET SCREEN? , AYES ❑ NO SEVERELY LIMITED ❑ YES LINO SCUM DEPTH: ( �, 2nd Compartment: I ", SLUDGE DEPTH: 3 2nd Compartment: 2 SYSTEM APPEARS TO BE OPERATIVE � DATE TANK LAST PUMPED:1�et)rc^_ ,❑,�/UNKNOWN AT TIME OF EVALUATION? at9-YES El NO L4 PUMPING OF TANK REQUIRED YES ❑ NO PUMP CHAMBER:❑750 O 1000 ❑1250 D OTHER SCUM DEPTH: SLUDGE DEPTH: WATER SUPPLY: City of P.A. PUMPING REQUIRED N I(} ❑ YES ❑ NO PUMPDRAWDOWN GPM CONTROLS&ALARMS ADEQUATE ❑ YES ❑ NO COMMENTS: THE SEPTIC TANK NEEDS TO BE PUMPED OUT. This septic system consists of a 1000-gallon,two-compartment septic Is*a distribution box and three-90RIong by 3ft.wide lateral trenches(drain(ield)with gmvelless chambers.The septic tank is in good condition and both baffles are in place.The outlet baffle is equipped with an effluent screen which was cleaned as a part of this inspection(an effluent screen requires periodic cleaning).The distribution box is in good condition and is equipped with a riser and Row levelon.The drainfeld appears to be in good condition;there are no signs of trench ponding or ground saturation.Each lateral is equipped with an inspection port,all three ports were dry. ENVIRONMENTAL HEALTH FOLLOW UP: / ❑ PUMPER RECIEPT NEEDED __ - ❑ REPAIR PERMIT NEEDED IN d PECTION DATE o REPAIR RECEIPT NEEDED ❑ LINE LOCATE NEEDED JERRY L.JACOBS ❑ WATER SAMPLE NEEDED WSWTS 5100126 ❑ ACTION REQUIRED r ' nRA IACnRS MC 2eviatorl EIIS INITIALS _ _ _______-��__ __________ Q-Z3S _____ CLALLAM COUNTY ENVIRONMENTAL DATE HEALTH REPRESENTATIVE BY SIGNING THIS REPORT,THE ENVIRONMENTAL HEALTH DIVISION IS CERTIFYING THAT THE PERSON PERFORMING THIS EVALUATION IS A CERTIFIED DESIGNER OR SYSTEM EVALUATOR IN CLALLAM COUNTY. EVALUATIONS OF SYSTEMS ARE TO BE PERFORMED IN ACCORDANCE WITH POLICY NUMBER 540.2 OF"I'HE CLALLAM COUNTY HEALTH DIVISION. CLALLAM COUNTY ENVIRONMENTAL HEALTH DIVISION NAME: Gallauher ON-SITE SEWAGE DISPOSAL SYSTEM PARCEL NUMBER:06-30-99-009210 Plot Plan Scale Scale P'= 4o' �—APROX. jD'E5 ST, — _ _ �' aP3DX, EDGE OF ASPHALT r PAQk1NG i 1 i R � � 1 E ri A I Y (R16EDRo0 1 1 HOME t I I I 1 � CLEAN our GARAeE ^' oP IDao GAL.SP-Pr'G 0 TAUK o O� TREES r. Q D-box W/RISER fit. _ -- TNSPEG7jail Po RT. (3) F-- — _ ? I RESER vE AREA I 21'u qp' I