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Home My WebLink About1111 N St - Buildingd INSPECTION TYPE DATE: 0 RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN i 2' 1 .17 CW FINAL tiZ1 i .40 _00 COMMENTS: c Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 circuit Owner OTTERSTETTER DANIEL L CASCADE ELECTRIC VAC INC 1111 S N ST PO BOX 369 PORT ANGELES WA 983631436 PORT HADLOCK WA 98339 (360) 379 -5347 Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1.00 73.5000 ECH EL- BRANCH CIRCUIT WO /FEEDER Fee summary Charged Permit Fee Total Plan Check Total Grand Total 1Z ELECTRICAL ALTER RESIDENTIAL 73.50 12/22/11 6/19/12 73.50 .00 73.50 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 11- 00001434 510134 1111 N ST 06-30-01-5-0- 0200 -0000- ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor Paid Credited Due 73.50 .00 73.50 Plan Check Fee Valuation .00 .00 .00 Date 12/22/11 .00 0 Extension 73.50 .00 .00 .00 Date: F 4 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) 2011 -12 -22 07:19 CASCADE ELECTRIC 3603799043» 360 417 4711 CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections rt 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 'MAL PIE (360) 417 -4735 Fax: (360) 417 -4711 liISrPECTION3 Date: /7/ Z Z 1 Single amity Dwelling Plan Review (v)ay Be Required, P ey?se Co,{��lete Electrical Plan Review Information Sheet Job Address: S �l 1 /v Building Square Footage: Description of above .:SrrriWrss Owner Inf atlon Name: (JCr 1-'1 G r5 Mailing Address: //1 5 a9 L(� 1-j /1L S City: 1p 4- State: LvA-- Zip: Phone: Fax: License I Exp, Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401.600 Amp Service /Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/0 Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp, Temp. Service /Feeder 601 -1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy -1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat jVEW CONSTRUCTION ONLY; First 1300 Square Ft, Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Unit Charge 119.90 145,50 204.60 262.20 372.50 2.60 73,50 2.60 92.70 8110.30 148.70 167.90 8 95,90 8 86.20 95.90 63.90 63.90 $119.90 8102.30 56,00 110,30 35.208 73,50 110.30 Signatuy of o net, electrical contracto qr electrical administrator. Multi Family or Commercial' Commercial Addition Alteration Remodel Repair' Contracier Information Name: ,.?.S d r I r c'h'(L 4, .1 C Mailing dram City: i a S W State: I-kJ 4.Z p: Phone: r l iS S Fax: c7i •f License 4 Exp. l S A 9' 4/ 4,41 9�t 0110112010 Total (Qty Multiplied by Unit Charge) $'7 Sc� 8_ 8- 73 So Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor, I am making the electrical installation or alteration In compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296.4613, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Cash 0 Ch.ck 4 Credit Card P 1/1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc DUCTLESS HEAT PUMP Owner OTTERSTETTER DANIEL L 1111 S N ST PORT ANGELES Permit Additional desc Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total T:Forms /Building Division /Building Permit WA 983631436 MECHANICAL PERMIT TWO HEAD DUCTLESS 64.80 12/27/11 6/24/12 11- 00001445 663340 1111 N ST 06-30-01-5-0- 0200 -0000- MECHANICAL APPL. PERMIT RS9 RESDNTL SINGLE FAMILY 6976 Contractor AIR FLO HEATING CO INC 221 W. CEDAR SEQUIM (360) 683 -3901 HEAT PUMP Plan Check Fee Valuation Charged Paid Credited Due 64.80 64.80 .00 .00 .00 .00 64.80 64.80 .00 Date 12/27/11 WA 98382 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME- FURN /HP /FAU OR 5 TON 14.80 .00 .00 .00 .00 0 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 136h (140}1cn t1 D ate Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Comments FOUNDATION: Electrical Footings Stemwall PW Engineering 417 -4831 Foundation Drainage Downspouts Fire Piers 417 -4653 Planning Post Holes (Pole Bldgs.) 417 -4750 PLUMBING: FINAL Date Accepted by Under Floor Slab `...1 Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA: ESA: SHORELINE: Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 `...1 PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parking Lighting Landscaping IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit 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 0 m CO 0 H m H F E z Z w w E a z 0 00 U a H a 1 U) a F Q 00 U oa 0 m r a o u F Q a F o H H OU z 1 0 m z D ow a s a N w H 8 rn0 CO E 174 0 Qw in H Z N CO F LC) 4 H a F x F 1 H O, !n w H H CO z� o CO o U0 0 0 w H Cl. W m o X H H H C H( 0 7 E-� CO Ill 0 Q H 4 0 0 l0/ 0 0 0 a H a Hx ao CJ 0 a w Z 0 w 0 C11 CO a F a CO W F 0 z C,1 a a T a au a00aKC a H 0 0 a+ Ya N .0 a 0 H a 0 rn CO E 12/23/2011 FRI 14:47 FAX 360 683 3971 Air Flo Heating Co. Parcel Number Project Type Brief Description: Check all that apply New Construction Addition Remodel Repair Re -roof Demolition Sign `eat System o Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? BUILDING PERMIT APPLICATION CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent i)u( Owner k N 1 5 Owner's Address Contractor /Engineer I I to,_ r lri A N&- Contractor /Engineer's Address ),e kil, License# Pt -L.R )note_ PROJECT ADDRESS 1 t t V kk 0 Residential Commercial wall- mounted projecting freestanding awning o other Total sign area sq. ft. Maximum allowed sign area sq. ft. o Heat pump o wood- burning stove o gas fireplace pellet stove Mother /IL:& kke Existing (sq. ft.) Proposed (sq. ft.) per sq. ft. Total footprint of structures sq. ft. Lot size sq. ft. Lot coverage ft. Occupancy group Occupant Toad Construction type I have read and completed this application and know it to be true and correct. understand that it is my responsibility to determine what permits are required, proje t Q c Date 1 ")I 11 Print Name V tK �ER3 Signatu T:Forms /Building Division /Bldg Permit Appl. -2006 Code.doc c e. i TOTAL VALUATION (o k' (p la a re Lot of bedrooms of full baths of half baths l 10 01 /001 Print in ink For City Use Only: Date Received 4/ Ij Permit# /115 Date Approved /a -7—// Phone A 3 6 Phone LES Phone Zoning o Multi- family Industrial horized to apply for this permit and r dA obtain. p 's prior to working on INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL c r /,t1)/� COMMENTS Application Number 09 00000933 Application pin number 418756 Property Address 1111 N ST ASSESSOR PARCEL NUMBER 06 30 01 5 0 0200 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Permit to replace expired permit 06 572 Owner Contractor OTTERSTETTER ANGI 1111 S N ST PORT ANGELES Permit Fee Total Plan Check Total Grand Total WA 983631436 57 50 00 57 50 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 OWNER 57 50 00 57 50 00 00 00 Date Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 153304 Permit Fee 57 50 Plan Check Fee 00 Issue Date 9/10/09 Valuation 0 Expiration Date 3/09/10 Qty Unit Charge Per Extension 1 00 57 5000 ECH EL BRANCH CIRCUIT WO /FEEDER 57 50 Fee summary Charged Paid Credited Due 9/10/09 00 00 00 i Date 9 DATE OWN R/CON A CTOR PERMIT a� -fg33 INSPECTOR Pt t G 6TY ZST YF _i2 ADDRESS APPROVED 0 0 CORRECTIONS NEEDED: ELECTRICAL INSPECTION WIRING REPORT 417 -4735 DITCH ROUGH IN /COVER SERVICE FINAL 2 1zs (T R Fifigs I rn N`1 b S 1 1.J k NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE NOT APPROVED 0 Tik City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417-4711 Date: ,i10/0 1 2 Single Family Dwelling Multi- Family or Commercial* Commercial Addition Alteration Remodel Repair* Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: )(II Building Square Footage. Description of above QDDTT (I g ;"17 T �a R A� >rrlc� 6-D RFErza -t t ALASKAN r�LEeTt2t� Owner Information Name: Cirre2 gTf� iT�IZ Mailing Address: t )■I S City T A id ELKepState. L» Phone. 44 Fax: License Exp. Unit Charqe 93 75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 $116.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43 75 Sig re of owner electrical contractor or electrical administrator Ai 4 7' /61` RECEIVED SEP 10 2009 ELECTRICAL INSPECTIONS X 1 TcN l I t 7 2 06-0572 DA D J08 L 3 /IO rJoN rlV p tT1O1./' Contractor Information AN Col Name. Mailing Address: Zip c t£3 3h3 City State. Zip. Phone: Fax: License Exp Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp. Service /Feeder 401 -600 Amp. Service /Feeder 601 1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder 57 552 Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp Temp. Service /Feeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp. Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat 4otal Cash Check Credit Card Owner as defined by RC W.19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. 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 installation or alteration in compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 50876 Owner OTTERSTETTER DANIEL L 1111 S N ST PORT ANGELES Other struct info Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 73 0000 ECH EL R SQFT FIRST 1300 1 00 23 4000 ECH EL RM 0 200 ADD SRV FEEDER 1 00 42 2000 EL LOW VOLT SYS =2500 SQFT Special Notes and Comments The Fire Department has reviewed the project application and has no comments 06/21/2006 08 36 AM SROBERDS The proposal is a residential remodel in the RS 9 for total lot coverage of 19% 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 Fee summary Permit Fee Total Plan Check Total Other Fee Total. Grand Total Charged 138 60 00 4 50 143 10 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST STH STREET PORT ANGELES. WA 98362 06 00000572 528304 1111 N ST 06 30 01 5 0 0200 0000 OTTERSTETTER RES RES ADDITION CURTIS CONSTRUCTION P 0 BOX 512 WA 983631436 CARLSBORG WA 98324 (360) 460 5810 TOTAL LOT COVERAGE 19 00 NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 1475 00 LOT SIZE 9000 00 PROPOSED LOT COVERAGE 861 00 TOTAL LOT COVERAGE 2336 00 NUMBER OF UNITS 1 00 ELECTRICAL NEW RESIDENTIAL ALASKAN/ 1200SF 100A PNL LV 84863 ALASKAN ELECTRIC 138 60 Plan Check Fee 8/16/06 Valuation 2/12/07 Paid Credited Due 138 60 00 4 50 143 10 Contractor 00 00 00 00 Date 8/16/06 00 0 Extension 73 00 23 40 42 20 4 50 00 00 00 00 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner OTTERSTETTER DANIEL L 1111 S N ST PORT ANGELES Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 2 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Signature of Contractor or Authorized Agent T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 MECHANICAL PERMIT Unit Charge Per BASE FEE 7 2500 ECH ME VENT FAN PLUMBING PERMIT 80697 106 00 6/21/06 12/18/06 06 00000572 528304 1111 N ST 06 30 01 5 0 0200 0000 OTTERSTETTER RES RES ADDITION UNKNOWN 50876 Contractor CURTIS CONSTRUCTION P 0 BOX 512 WA 983631436 CARLSBORG WA 98324 (360) 460 5810 TOTAL LOT COVERAGE 19 00 NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 1475 00 LOT SIZE 9000 00 PROPOSED LOT COVERAGE 861 00 TOTAL LOT COVERAGE 2336 00 NUMBER OF UNITS 1 00 BUILDING PERMIT RESIDENTIAL 78907 677 25 Plan Check Fee 6/21/06 Valuation 12/18/06 Qty Unit Charge Per BASE FEE 1 00 7 0000 THOU BL -50 001 100K (7 00 PER K) 80689 64 50 Plan Check Fee 6/21/06 Valuation 12/18/06 Plan Check Fee 00 Valuation 0 Qty Unit Charge Per Extension BASE FEE 50 00 8 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 56 00 Special Notes and Comments Tha Fira Tlarprtmont hac rPVIPWPA tha rrnjont arrlinatinn 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 o al law regulating construction or the performance of construction. Date Signatur Date 6/21/06 Extension 670 25 7 00 Extension 50 00 14 50 270 90 50876 00 0 of Owner (if owner is builder) Oqi 2-10 -/0 Date 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. DATE FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL CEILING FRAMING WALLS JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB INSPECTION TYPE 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 PARKING/LIGHTING LANDSCAPING no i c t.. aa;no nermit msnection record05.wpd (1/4/2005] ACCEPTED YES I NO FINAL FINAL SEPA. ESA. SHORELINE. COMMENTS DATE ACCEPTED BY. 1 DATE ACCEPTED BY: FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION RW PW/ 417 -4807 ENGINEERING FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 COMMERCIAL ELECTRICAL LIGHT DEPT DATE CONSTRUCTION RW PW ENGINEERING FIRE DEPT YES NO DATE ACCEPTED YES NO PLANNING DEPT BUILDING 4 T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 06 00000572 Application pin number 528304 Page 2 Date 6/21/06 Special Notes and Comments has no comments 06/21/2006 08 36 AM SROBERDS The proposal is a residential remodel in the RS 9 for total lot coverage of 19% No land use issues anticipated Electrical load calculations and elctrical permits are required Public Works Utility Engineering has no requirements for this plan review 1 Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 847 75 847 75 00 00 Plan Check Total 270 90 270 90 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1123 15 1123 15 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. 1 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 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 BEFbRE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP P CARD AND APPROVED PLANS AT JOB SITE. DATE I ACCEPTED COMMENTS 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 INSPECTION TYPE 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 PARKING/LIGHTING LANDSCAPING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING FIRE PLANNING DEPT BUILDING 417 -4735 417 -4807 417 -4653 RESIDENTIAL DATE 417 -4750 417 -4815 3 .PrnrAIS tuna ft /4120051 YES el J J 0 -10 V z FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE YES NO NO Alzpi FINAL I J b Vi DATE :rV SAL I V O DATE ACCEPTED BY. G SEPA. ESA. SHORELINE. COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION ILW PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. ACCEPTED YES NO Date BUILDING-DIVISION CITY OF PORT ANGELES Correction Notice Job Located at Hi/ Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction c(44-&r F 10,6de) Alec ro-u sd— have been made, please call for inspection no NOT REM(]VE THIS TA( pr/QUIOE p U-t x l h° These corrections must be made and are not to be covered until reinspection is made When corrects Inspector for Building Division PREPARED 7/06/06 12 32 49 INSPECTION TICKET PAGE 17 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/06/06 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BL1 02 7/06/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR t COMMENTS AND NOTES PREPARED 7/05/06 11 16 55 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES ADDRESS 1111 N ST TENANT NER OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION OWNER OTTERSTETTER DANIEL L PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS INSPECTOR JAMES L LIERLY SUBDIV PHONE (360) 460 5810 PHONE BL1 01 7/0$/06 JLL DEIEKI46 FOUNDATION FOOTING TIME 13 00 7/05/0 6 DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR COMMENTS AND NOTES DATE 7/05/06 PREPARED 8/23/06 8 22 06 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/23/06 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BL1 02 7/06/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/06/06 AP DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR 07/06/2006 04 12 PM JLIERLY BLED 01 7/18/06 JLL BUILDING FRAMING HOLD DOWNS TIME 13 00 7/18/06 AP 07/17/2006 03 21 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL9 01 7/18/06 JLL BUILDING SHEARWALL TIME 13 00 7/18/06 AP 07/17/2006 03 22 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL3 01 8/16/06 JLL BUILDING FRAMING TIME 13 00 8/16/06 DA 08/15/2006 04 32 PM DYASUMUR DERREK 460 4514 LATE P M,IF POSSIBLE 08/16/2006 04 49 PM DYASUMUR FB AT CHIMNEY CHASE /ATTIC ACCESS /EXHAUST DUCXTS/ BAIR 01 8/17/06 JLL BUILDING AIR SEAL TIME 13 00 8/17/06 AP DEREK 460 4514 08/16/2006 04 46 PM DYASUMUR 08/17/2006 04 27 PM JLIERLY BL3 02 8/17/06 JLL BUILDING FRAMING TIME 13 00 8/17/06 AP DEREK 08/16/2006 04 47 PM- DYASUMUR 08/17/2006 04 27 PM JLIERLY BLI 01 8/23/06 L BUILDING INSULATION TIME 13 00 �I v DEREK 460 4514 08/23/2006 07 54 AM DYASUMUR COMMENTS AND NOTES PREPARED 8/17/06 10 45 47 INSPECTION TICKET PAGE 17 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 8/17/06 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BL1 02 7/06/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/06/06 AP DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR 07/06/2006 04 12 PM JLIERLY BLHD 01 7/18/06 JLL BUILDING FRAMING HOLD DOWNS TIME 13 00 7/18/06 AP 07/17/2006 03 21 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL9 01 7/18/06 JLL BUILDING SHEARWALL TIME 13 00 7/18/06 AP 07/17/2006 03 22 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL3 01 8/16/06 JLL BUILDING FRAMING TIME 13 00 8/16/06 DA 08/15/2006 04 32 PM DYASUMUR DERREK 460 4514 LATE P M,IF POSSIBLE 08/16/2006 04 49 PM DYASUMUR FB AT CHIMNEY CHASE /ATTIC ACCESS /EXHAUST DUCXTS/ BAIR 01 8/17/06 BUILDING AIR SEAL TIME 13 00 DEREK 460 -4514 08/16/2006 04 46 PM DYASUMUR BL3 02 8/17/06 J L BUILDING FRAMING TIME 13 00 DEREK 08/16/2006 04 47 PM DYASUMUR 11 COMMENTS AND NOTES PREPARED 3/10/10 9 21 38 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/10 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BLDG FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BL1 02 7/06/06 JLL BLDG FOUNDATION FOOTING TIME 13 00 7/06/06 AP DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR 07/06/2006 04 12 PM JLIERLY BLHD 01 7/18/06 JLL BLDG FRAMING HOLD DOWNS TIME 13 00 7/18/06 AP 07/17/2006 03 21 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL9 01 7/18/06 JLL BLDG SHEARWALL TIME 13 00 7/18/06 AP 07/17/2006 03 22 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL3 01 8/16/06 JLL BLDG FRAMING TIME 13 00 8/16/06 DA 08/15/2006 04 32 PM DYASUMUR DERREK 460 4514 LATE P M IF POSSIBLE 08/16/2006 04 49 PM DYASUMUR FB AT CHIMNEY CHASE /ATTIC ACCESS /EXHAUST DUCXTS/ BAIR 01 8/17/06 JLL BLDG AIR SEAL TIME 13 00 8/17/06 AP DEREK 460 4514 08/16/2006 04 46 PM DYASUMUR 08/17/2006 04 27 PM JLIERLY BL3 02 8/17/06 JLL BLDG FRAMING TIME 13 00 8/17/06 AP DEREK 08/16/2006 04 47 PM DYASUMUR 08/17/2006 04 27 PM JLIERLY BLI 01 8/23/06 JLL BLDG INSULATION TIME 13 00 8/23/06 AP DEREK 460 4514 08/23/2006 07 54 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY BL99 01 9/16/09 JLL BLDG FINAL TIME 01 00 9/16/09 DA September 10 2009 4 34 13 PM 1pangrle ANGI 452 8517 BLDG FINAL AFTERNOON September 16 2009 4 06 32 PM jlierly provide handrail at stairs per code/j11 BL99 02 3/ 0 /10 L BLDG FINAL TIME 0 30 March 10 2010 8 39 24 AM 1pangrle ANGIE 452 8517 BLDG FINAL Addition of Kitchen Master Bed CONTINUED ONTO NEXT PAGE PREPARED 9/16/09 8 17 19 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/09 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BLDG FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BL1 02 7/06/06 JLL BLDG FOUNDATION FOOTING TIME 13 00 7/06/06 AP DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR 07/06/2006 04 12 PM JLIERLY BLHD 01 7/18/06 JLL BLDG FRAMING HOLD DOWNS TIME 13 00 7/18/06 AP 07/17/2006 03 21 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL9 01 7/18/06 JLL BLDG SHEARWALL TIME 13 00 7/18/06 AP 07/17/2006 03 22 PM DYASUMUR DEREK 460 4514 07/18/2006 05 13 PM JLIERLY BL3 01 8/16/06 JLL BLDG FRAMING TIME 13 00 8/16/06 DA 08/15/2006 04 32 PM DYASUMUR DERREK 460 4514 LATE P M IF POSSIBLE 08/16/2006 04 49 PM DYASUMUR FB AT CHIMNEY CHASE /ATTIC ACCESS /EXHAUST DUCXTS/ BAIR 01 8/17/06 JLL BLDG AIR SEAL TIME 13 00 8/17/06 AP DEREK 460 4514 08/16/2006 04 46 PM DYASUMUR 08/17/2006 04 27 PM JLIERLY BL3 02 8/17/06 JLL BLDG FRAMING TIME 13 00 8/17/06 AP DEREK 08/16/2006 04 47 PM DYASUMUR 08/17/2006 04 27 PM JLIERLY BLI 01 8/23/06 JLL BLDG INSULATION TIME 13 00 8/23/06 AP DEREK 460 4514 08/23/2006 07 54 AM DYASUMUR 08/23/2006 04 36 PM JLIERLY BL99 01 9/16/09 BLDG FINAL TIME 01 00 September 10 2009 4 34 13 PM 1pangrle ANGI 452 8517 BLDG FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 9/16/09 SeptemIeAL 0INAL TIME 01 00 September 10 2009 4 35 08 PM 1pangrle ANGI 452 8517 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION PREPARED 9/16/09 8 17 19 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/09 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 7/28/06 JLL PLUMBING ROUGH IN TIME 13 00 7/28/06 AP 07/27/2006 10 12 AM DYASUMUR CHRIS 460 5810 07/28/2006 03 39 PM JLIERLY PL99 01 9/16/09 J L SepteIbe FINAL TIME 03 00 September 10 2009 4 35 34 PM 1pangrle ANGI 452 8517 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 8/16/06 9 10 27 CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT BPR 00 BUILDING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT BL1 01 7/05/06 JLL 7/05/06 AP BL1 02 7/06/06 JLL 7/06/06 AP BLHD 01 BL9 01 7/18/06 JLL 7/18/06 AP BL3 01 8/16/06 1111 N ST SUBDIV OTTERSTETTER RES CURTIS CONSTRUCTION PHONE (360) 460 5810 OTTERSTETTER DANIEL L PHONE 06 30 01 5 0 0200 0000 06 00000572 RES ADDITION 7/18/06 JLL 7/18/06 AP RESIDENTIAL DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES L LIERLY BUILDING FOUNDATION DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BUILDING FOUNDATION FOOTING TIME DEREK 460 4514 07/05/2006 03 06 PM 07/06/2006 04 12 PM BUILDING FRAMING HOLD 07/17/2006 03 21 PM DEREK 460 4514 07/18/2006 05 13 BUILDING SHEARWALL 07/17/2006 03 22 DEREK 460 4514 07/18/2006 05 13 BUILDING FRAMING 08/15/2006 04 32 DERREK 460 4514 LATE P M IF POSSIBLE FOOTING COMMENTS AND NOTES DYASUMUR JLIERLY DOWNS TIME DYASUMUR PM JLIERLY TIME 13 00 PM DYASUMUR PM JLIERLY TIME 13 00 PM DYASUMUR nn e -sue TIME 13 00 13 00 13 00 PAGE 12 DATE 8/16/06 ELECTRICAL PERMIT INSPECTION RECORD 'CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 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 GENERAL COMMENTS: rw.1102.151496J INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO DITCH ROUGH -IN COVER g -o6 SERVICE EX P/ O -i 5 FINAL j I I ELECTRICAL PERMIT INSPECTION RECORD 'CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 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 GENERAL COMMENTS: rw.1102.151496J '4, ELECTRICAL WORK PERMIT APPLICATION t� Installation description Job wired by XElectrical Contractor Owner Commercial Residential V r El ctrical contractor name License number Date Expires L4'rCq�/ �G�TTI'', S ✓S ,4tIf5l S Do ❑New Altered/Addition N Purchaser's mailing address 3 -Z 2 Zekroa Z /440 RI) l ?LLB .:St F /2 Gl cur rs City State ZIP P A- ti 4- 9S3G w /cn,,q._ s t.cs �c�an Telephone number FAX number 682 3$ 7 cl S **v, 0 1 1 4 Gor y Yo4- 7-4-CT6 Premises owner's name /41 6 07 7 e7T 7 to 121 /.3c5-- Address of inspection ill City re i ig-NGC- S sr Phone number to sche ule inspection 582 -387 Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. 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- 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 Utility Specifications. (Signature of owner trical contrac or electrical administrator Electrical Load Additions and or subtractions O NO LOAD CHANGES Baseboard KW O Furnace KW Heat Pump Ton LAR Fan -Wall KW SAME DAY INSPECTION, CALL BEFORE 7 00 AM 360- 417 -4735 Inspection Date Voltage Overhead Service Phase 1 3 Temp Service Service Size: Underground Service Feeder Size: Date THERMOSTAT Date Appr ved By DITCH Cash Check Credit Card Mastercard Discover Card Expiration Date of card Approved By 73,. cro 9z•2-0 3 6_6 I Inspection fee /3e, 6o Service Information 7e0 Area, Building or Equipment Inspected °/'/Vt. Action Taken Electrical Inspector 1 PREPARED 7/28/06 10 59 20 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/28/06 ADDRESS 1111 N ST SUBDIV TENANT NBA OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06 00000572 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 7/28/06 INSPECTION TICKET PAGE 5 PLUMBING ROUGH IN TIME 13 00 07/27/2006 10 12 AM DYASUMUR CHRIS 460 5810 COMMENTS AND NOTES PREPARED 7/18/06 9 59 32 INSPECTION TICKET PAGE 18 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 7/18/06 ADDRESS 1111 N ST SUBDIV TENANT NBR OTTERSTETTER RES CONTRACTOR CURTIS CONSTRUCTION PHONE (360) 460 5810 OWNER OTTERSTETTER DANIEL L PHONE PARCEL 06 30 01 5 0 0200 0000 APPL NUMBER 06- 00000572 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/05/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 7/05/06 AP DEREK 460 4514 07/03/2006 09 15 AM DYASUMUR 07/05/2006 11 54 AM PBARTHOL BUILDING FOUNDATION FOOTING TIME 13 00 DEREK 460 4514 07/05/2006 03 06 PM DYASUMUR 07/06/2006 04 12 PM JLIERLY BLHD 01 7/18406 JLL BUILDING FRAMING HOLD DOWNS TIME 13 00 07/17/2006 03 21 PM DYASUMUR DEREK 460 4514 BL9 01 7/18/06 JLL BUILDING SHEARWALL TIME 13 00 07/17/2006 03 22 PM DYASUMUR DEREK 460 4514 BL1 02 7/06/06 JLL 7/06/06 AP COMMENTS AND NOTES 0, soafr.�.�, frr ltkIEVia) Applicant or AgentAV--) Phone Owner: e J�� k Address 1/ 1 DJ N ,'S+ City' fbit ,1-1-r)6y_(CS Zip D li. 3 Architect /Engineer:,3C62�2J 5 y XL*5C5 Ci• Phone. 8 Ffb Contractor h,e5 a2,..,4 c ka tate License #:CU/2 P 7''? -07 Phone U �D 53/C) Address PD 30/K. 5/ City' Zip PROJECT ADDRESS 1 T N P� ZONING k LEGAL DESCRIPTION Lot: 9-1 Block_ Subdivision. >}�gLZ Qy CLALLAM COUNTY PARCEL NUMBER. 01%, 3 jt 5(5 CDJ ®0O TYPE OF WORK. 1g- Residential New Constr Multi family X- Addition Commercial Remodel Repair BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST B If h av,. a t "11 COMPLETE to be accepted for I Cale V1' 11 �'VU have ail) questions; PERMITS (360) 417 -4815 FAX(360)417 -4711 SIZE/VALUATION (2 SF s 59 0 7/3 /SF o Z.1 17 SF $59.07/3 /SF SF /SF TOTAL VALUATION X Di) ena o,u Re roof Stove Move Garage Demolition Deck Sign Other BRIEF DESCRIPTION OF THE PROJECT i ao1 4 kOLD5 3 (7— e Ali ors 3e- A- COMMERCLAL/RESIDENTIAL. Occupancy Group fo[� -f g Sq No of Stones. _Lot Size: Existmn S Ft. 2035 Total lot coverage f k `t CL- Rr-9 4 27 X D f 16- b¢D a_oorl Occupant Load. Construction Type: r Proposed Sq Ft. 23 :4-- 5 Construct? Sq Ft. 22 11 PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other. FOR OFF1C��5E jJNLY ate Rec. V 0 ermit n OHO- /Y18 2.4'3 g 3b A.?3.5?- =s 5( 875, 7 f l A c,l.e e'F 7 "L APPROVALS PLAN BLDG DPWU FIRE 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 as due it must be submitted at the tame the building permit apphcation 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 apphcation, 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 apphcation can be extended more than once. I hereby certify that I have read and examinee 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 de e what per j re r ed ,not e City' d that I must obtain such permits prior to work. upr r!/ a� T•\Policies\BL 1102_13.wpd Apphc /A/ oi,, Ili D A. 0 11111111111111111111: /1...11111.111 igi- IiII 111■■■ 1111111 imm e mmimmm fillmesimmummum R am mom immumm FA ■ii.■■■■■■■■■■ „ice ■i■ ad s uppi isionasi me.. MEN NIMIN °v anzursamminusimur iimmamm IIIiI!E !iii1iii ■i mom mommasso �i■■!m= .fispo 91►�, 1 MEW 111 Atli RE 1 91Ia 4 AMMORIO i 1■S■■ iii ii® is ■i i 'pm it P r III t I i mwr mmiiir i Ii■■■■■■■■■ i am 11111111114111111111:1110101111111011411. ■r i■■ __i nim g e mmi r ■■■1J ■i 1 ■■i ■o■«._ i■■ ■Il■U■ lo I ■■■m■ J mig 1111111171119111111111 h 001111111111111111111 rip �E ■■■ME c�m�►, I li NM OM■■�■ III Mil 1 11 ■hh_ h■!!1■!!h M 11f II 1 2 111 a 11111 II 111 City of Port Angeles Applicant Project Review Sheet Applicant: 4,) Owner c 'Property Address. Proposed Use ll/ 563L) N 5± PA Zoning: R5 Is the proposed use listed as a `permitted use or an accessory use in this zone? Is this the only use (business residence •tc.) on this site? Has there ever been a subdivision, shortplat, or PRD approved for this site, or has one been submitted and is pending approval? Does the proposed use require a new buisiness license? Does the project extend into any required setbacks or cross any lot lines (interior or exterior)? Does the project exceed the permitted height allowance or cause the property to exceed the allowed lot coverage in this zone? Does the project require any additional parking or special design/landscape improvements in this zone? Does the project eliminate any existing parking spaces? Is the project located within 200' of the shoreline? Are there any environmentally sensitive areas on or within 200' of the property including: wetlands or areas of standing water (year round or seasonal) streams (year round or seasonal); areas with a slope of 40% or greater• or areas that have evidence of past ground movement or erosion? Have all the required submittals been provided by the applicant? Site Plan Parking/Drainage Plan Energy Calc Landscape /Lighting Plan Construction Drawings Civil Drawings Supporting Engr Calc Other Iyes. ok -yes. ok yes: requires PD yes. requires CC review yes. requires PD review yes requires PD review yes. requires PD review yes. requires PD review yes: requires PD review 0 yes. requires PD review Ono requires PD review Ono. requires PD gl no. ok NE no ok 'no ok tgf no ok t7Cno ok K no ok I no ok ',no ok If Planning Department review is required, the processing time may be extended. If it is determined a separate Planning Department permit(s) is needed, the Planning Department permit(s) must be approved prior to the issuance of any other permit. The information provided above is true to the best of my knowledge, I understand that in the event that any of this information is determined by the Ci to be incorre is project will be stopped until such time the City determines the correct information is provided and any sub qua tly req}iird. rev a..ri •,t 4, .leted and granted. 16Iiitg (7, 1 -n6 Ap licant Date (see reverse side) Building Permit Master Tracking Permit Category Route to: BD CC FD LD PD PW File Other Staff Initials Date Completion of this forin is required for all category lb, 2 3 permits. Completion is not required for Option Glazing Area of Floor Glazing Vertical U- Factor Overhead Door U- Factor Ceiling Vaulted Ceilmg Wall Above Grade Wall Interior Below Grade Wall Exterior Below Grade Floor Slab on Grade III Unlmnted GroupR3 Occupancy Only 040 0.58 0.2 R38 R30 R21 R21 R10 R30 R10 Lot. Address. City Site Information Prescriptive Approach-Simple Form For the Washington State Energy Code 2003 Edition Climate Zone 1 Ire ��J N P1 State Lt) Zip 3 L 3 Contact3 i A( 0+iees phone- 1 /60- 8'" Phone 2 FAX. /■_DOs Building Department Use Only. Permit Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Unlimited Glazing Option Onl 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 fisted 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 24ft. Or less, that does not meet the standards allowed. Location of the door taking this exception 602.6 Exception 2. Doors with a U- Factor of 0 40 allowed without calculations, Option III only Location of the Door (s) taking exception Type of Heat Source: EXHIBIT A Addition Structural Design for Dan Angi Otterstetter 1111 S "N" Street Port Angeles, WA 98363 4 SEASONS ENGINEERING, INC 619 SOUTH CHAS,E STREET PORT ANGELES, WA 98362 w 4SEASONS ENGINEERING, INC Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for Structural Design Dan Angi Otterstetter 1111 S "N" Street Port Angeles, WA 98363 Enclosed is the structural design of the Addition for Dan Angi Otterstetter At this time, portions of this structure that have been reviewed by the engineer include 1 Lateral Forces 2. Beams and Headers 3 Foundation Please give me a call if you need any additional information Sincerely Donna J Petersen P E. (360) 452 -3023 Fax (360) 452 -3047 619 S. Chase Street Port Angeles, WA 98362 May 22, 2006 Structural Design Dan Angi Otterstetter 1111 S "N" Street Port Angeles, WA 98363 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF LIVE LOAD 40 PSF (FLOOR) DEAD LOAD 10 PSF (FLOOR) DEAD LOAD 15 PSF (ROOF) DEAD LOAD 7 PSF (CEILING) WIND SPEED, VFM 80 MPH 3 SEC GUST, Vas 100 MPH EXPOSURE C SEISMIC ZONE D2 SOIL BEARING 1500 PSF REFERENCES (1) (3) (4) (5) (6) (8) DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 4 x Fb 900 PSI F 95 PSI E= 1 6 (10) PSI DOUGLAS FIR/LARCH #1- 2 4 x Fb 1200 PSI F 95 PSI E= 1.8 (10) PSI HEM FIR #2- 2 4 x Fb 850 PSI F 75 PSI E= 1.3 (10) PSI GLU -LAM BEAMS 24F -V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP F 165 PSI E= 1 8 (10) PSI INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL RESIDENTIAL CODE 2003 TIMBER CONSTRUCTION MANUAL 3RD ED by AITC CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 ROSBORO -APA WOODCAD, VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 RISA -2D RAPID INTERACTIVE STRUCTURAL ANALYSIS 2- DIMENSIONAL General Notes 1 Ground snow load 25 PSF 2. Maximum soil bearing capacity 1500 PSF 3. Seismic Zone D2. 4. Wind, VFM 80 MPH, 3 second gust, V3S 100 MPH, Exposure 'C' 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong -Tie Company San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate snow load in note 1 and appropriate snow drifts as noted in the URC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to L/360. Total load deflection will be limited to L/240. 7 Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11 Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. 8. Footings and other unformed surfaces: earth face 3' Single story structures Two story structures Three story structures General Concrete Notes (The Following apply unless shown on the plans) 1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Building Code. 2. Concrete shall attain a 28 day strength of F'C= 2500 psi, 51/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615 -76A, Grade 40, fy= 40,000 psi. 4 Reinforcing steel shall be detailed (including hooks and bends) in accordance with 30 bar diameters or 2' -0' minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2' -0' minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer 7 Concrete protection (cover) for reinforcing steel shall be as follows. Formed surfaces exposed to earth, walls below ground, or weather #6 bars or larger 2' #5 bars or smaller 1 1/2' Walls interior face 3/4' 9 Footings shall bear on solid unyielding natural earth free of organic material 12' below original grade 18' below original grade 24' below original grade 10. Concrete slabs in living spaces shall be 4 inches thick minimum, with 6x6, 10 ga W W.M. over 2' clean damp sand, over 6 mil vapor barrier over 4' crushed rock, over compacted subgrade. 11 Other concrete slabs shall be 4 inches thick minimum, with 6x6, 10 ga W W.M. over 4' crushed rock, over compacted subgrade. Wood Treatment Finish CCA -C and DOT Sodium Borate (SBX) Galvanized, 0.60 oz/ft ACQ -C, ACQ -D, CBA -A, CA -B, Other Borate (Non -DOT) Post Hot -Dip Galvanized, ZMAX galvanized, 1.85 oz/ft or SST300- Stainless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) and other pressure treated woods. SST300- Stainless Steel Wood Framing Notes (The Following apply unless shown on the plans) 1 All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.B.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the 2003 I.B.C. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No. 2, Spruce /Pine /Fir No. 2, or Hem /Fir No. 2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce /Pine /Fir construction, or Hem /Fir construction grade. 5. All structural posts to be Douglas Fir No. 2 kiln dried. 6. All structural headers to be 4x Douglas Fir No. 2 kiln dried. 7 All Glu -lam beams to consist of Douglas Fir kiln dried 24F -V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather and /or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9 All 4x and 6x structural lumber exposed to weather and /or in ground contact shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes. 11 When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur 12. Individual members of built -up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14 Provide solid blocking for wood columns and multiple studs through floors to supports below 15. Provide 4x10 headers, or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width in stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width in stud bearing walls not detailed otherwise. 17 Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise 20. Toenail joists to supports with 2 -16d nails, 2 -10d box nails for TJI joists. Attach all beams at the roof exceeding 8'0' in length with Simpson ST 292 strap each end. 21 Attach joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12' o.c. staggered, unless otherwise noted In the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails 6' o.c. to framed panel edges and over stud walls shown on the plans 12' o.c. to intermediate supports. Provide approved plywood clips 16' o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d 12' o.c. unless otherwise noted in the shearwall schedule. 24 Provide continuous solid blocking at mid height of all stud walls over 10' in height unless wall is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. l i l t N J I r.tt I File: C:1Wood -E Design 2004.2\woode spx DAN ANGI OTTERSTETTER 2004.2 Allowable Stress Design NOTE. 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY THE VERTICAL LOADS SHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY 3. 00 NOT CUT NOTCH OR DRILL GANG -LAM. 4. SHIM ALL BEARINGS FOR FULL CONTACT 5. VERIFY DIMENSIONS BEFORE CUTTING GANG -LAM TO SIZE. 6. THIS GANG -LAM IS TO BE USED AS A FLOOR BEAM ONLY 7 PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG -LAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY ATTACH TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. FROM ONE FACE ONLY STAGGER ROWS. FLIP BEAM AND ATTACH THE THIRD PLY WITH 2 ROWS OF 16d (3 -12 NAILS AT 12" OC TO THE UN- NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS f3- 1 /4 "1MAY BF I I.SFr) SUPPORT REACTIONS (LBS) CASE B E A R I N G N U M B E R 1 2 1 9100 9100 2 2013 2013 MIN BEARING SIZES (IN -SX) 3 0 3 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0 23 0 31 *DEAD LOAD 0 33 TOTAL LOAD 0.45 0.62 WARNING NOTES: LOAD TABLE NOTE LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP /SIDE LOAD FROM TO LOAD FT IN -SX FT IN -SX UNIFORM ROOF LIVE TOP 331 PLF 00 -00 -00 12 -07 -03 UNIFORM ROOF DEAD TOP 225 PLF 00 -00 -00 12 -07 -03 UNIFORM FLOOR DEAD TOP 80 PLF 00 -00 -00 12 -07 -03 UNIFORM BEAM WEIGHT 19 PLF 00 -00 -00 12 -07 -03 THIS COMPONENT DESIGN IS SPECIFICALLY FOR L -P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG -LAM LVL OR LPI JOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG -LAM LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR GANG -LAM LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF L/240. (PROVIDED BY THE L -P CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. 9 500 CROSS SECTION 1 750 3 500 5 250 L 12 7 3 3 BEAMS 1.75 X 9.500 GL295OFb 2.OE DESIGN CONSISTS OF 3 PLIES FASTENED TOGETHER (REFER TO NOTES) LDF 1 15 O 90 0 90 O 90 THIS DRAWING IS NOT TO SCALE DESIGN CRITERIA LIVE LOAD DEAD LOAD TOTAL LOAD FLR LEFT SPAN CARR FLR RIGHT SPAN CARR DEFLECTION CRITERIA LIVE LOAD DEFL TOTAL LOAD DEFL CODE COMPLIANCES REPORT NER 622 ICBO ER -5004 L A. City RR 25167 CCMC 11518 -R WISCONSIN 200129 -W N Y CITY MEA 97 94 -E HUD MR 1214D J MSI: 0.54 VSI: 0.32 90 PSF 17 PSF 57 PSF 0 00 FT 0 00 FT L 980 L 290 Handling Erection Temporary and penna ent bracing for holding component plumb and fo resisting lateral forces shall be designed and installed by others. No bads are to be applied to the component until one all the framing and Paste mg are completed. At no time shall loads greater than design loads be applied to the component. Design Criteria The design and material specified are ubstantial conformity with the latest revisions of NOS and AITC. Dead load deflection ncludes adjustment facto fo creep. Total load deflectio nstantaneou Miscellaneous Information The use of this component shall be specified by the designer of the complete structure. Obta all the necessary code compliance approval and instructions from the designers of the complete structure before using this component. If the design crite listed above does not meet local building code requirements, do not use this design. When this drawing is signed and sealed, the structural design is approved as shown in this drawing based on data provided by the customer Gang-Lam LVL and CTR, LPI joists are made without camber and will deflect under load. Wood direct contact with concrete must be protected as required by code. Conti ous lateral support assumed (wall, no beam, etc.). LP does not provide on -she rnspedi This drawing must haw Architect's or Engi er's seal aimed to be considered Engr nng document. Gang Lam LVL and CTR, LPI Joist Specifications Supports and connections for Gang -Lam LVL and CTR, LPI Joists to be specific applications. Commo its drive parallel to glu lines shall be spaced a ml 'mum of 4' fo 104 and 3' fo Bd. Do not cut, notch, drill after Gang -Lam LVL and CTR, LPI Joists xcept as shown published matenal from LP any use of Gang -Lam LVL and CTR, LPI Joists contrary to the limits set forth hereon negate ny express warranty of the product and LP disclaims all implied warranties including the implied warranties of merchantability and fitness fo particula use. A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR LP registered trademark of Lo -Padfi Corporatio Software Provided By' LP Engineered Wood Products 2706 Highway 421 North Wilmington, NC 28401 Local 910.762.9878 National Wats 800.999.9105 DWG SHEET 05/22106 SBCCI 1 r- )c.. ?C e -c)66,) (2s i 4- 4 .c 1: f t7 w vQ.vL 4 SEASONS ENGINEERING, INC. (360) 452 -3023 619 S Chase St Port Angeles, WA 98362 DATE. 2 2 O b SCALE: DRAWN BY CHECKED: SHEET OF 4 Seasons Engineering Inc. Project: 1111 S. 'N' ST Job DAN ANGI OTTERSTETTER Client: DAN ANGI OTTERSTETTER Input Data 460001, tifir*Oir00:6041P„- .L1-4014000.*At Left Cantilever None Main Span: 126' Check for repetitive use? Yes Tributary Width: 133' Dead Load: 17 psf Live Load: 0 psf Allow LL Deflection: L/240 Allow TL Deflection: L/180 Eb. 2000000 psi F 290 psi User Defined Loads Dead Design Checks Max. Value Allowable of Allow Location *)011 10) 3978.12 5119.09 78 V 0' Reactions and Bearing 4 14444tiO440.40 0' 1.5 126' 1.5 Program Version 8.2 12/17/2004 01 FLOOR BEAM-Floor Beam 444 ,),,044401044 Stat lik0k 104 Uniform 0' 144044 )e 'Or 1889 1 3422.7 55 V RpaAtiOn. Ib 3978.12 3978.12 eigth 126' 410. 105.538 333.5 32 9-1/2' Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 55 Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 3978.12 Ib (Left) and 3978.12 Ib (Right). Page 1 1016 52 05/22/06 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 0:10 Snow Load: 25 psf DOL. 1 150 Fb. 2900 psi Load :Sta- 80 )0: -0.2425 0.625 38 le 6'3' -0 4661 0.8333 55? 6'3' 4 Seasons Engineering Inc. Project: 1111 S 'N' ST Job DAN ANGI OTTERSTETTER Client: DAN ANGI OTTERSTETTER Input Data Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: L/360 Eb. 1800000 psi User Defined Loads Dead Design Checks `R,e�GtlGifl<. Max. Value 4978.12 Allowable 5028.74 of Allow Location Reactions and Bearing 4 SSuppdrlE i caU*n „`'a t 0' 22'6' 02 FLOOR BEAM -Floor Beam Program Version 8.2 12/17/2004 Uniform ai'artcei,'Layup -..G,_ 1104 Main Span: 22'6' Tributary Width: 7'6' Live Load: 40 psf Allow TL Deflection. L/240 (3 in Maximum) F 240 psi p gendjrZ9.,'_ c 1748.41 2330.9 99 if 75 le 0' 11'3' iri.c8e „ar ReaC>x otl 1.509 1.509 0' 22'6' ;jilt_ 87.296 240 36 I/ 21'3' 4978.12 4978.12 Self- weight of member is not included. Member has an actuaVallowable ratio in span 1 of 88 6, Design is governed by live load deflection. Governing load combination is Dead +Floor Live w /Pattern Loads. Maximum hanger forces: 4978.12 lb (Left) and 4978.12 lb (Right). Lod '1 engtk Page 1 1011:28 05/22/06 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 0 Snow Load: 0 DOL. 1 000 Fb. 2400 psi 15 0.6668 0.75 88 11'3' slt}owat; =End 0.9835 1 125 871 11'3' 4 Seasons Engineering Inc. Project: 1111 S 'N' ST Job DAN ANGI OTTERSTETTER Client: DAN ANGI OTTERSTETTER Input Data reighT4' Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: U360 Eb. 1800000 psi User Defined Loads I KO Dead Snow Condition 1 Design Checks uk‘el i J f Max. Value Allowable of Allow Location Reactions and Bearing 0' 226' Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 95 Design is governed by total deflection. Governing load combination is Dead+Floor Live+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 3965.62 lb (Left) and 3965.62 lb (Right). Program Version 8.2 12/17/2004 03 FLOOR BEAM-Floor Beam 14101:Rif 410+40010tolt e tart .9 Uniform Uniform ske 0 0' 79 it 63 if 0' 113' jki tkif, 164, 1.5 3965.62 1.5 3965.62 7 1 1 .0.01' 22'6' 22'6' fo..00km 4pitortoi9 .!ps1' 3965.62 1719.51 77.692 4997.21 2708.93 276 Page 1 10 05/22/06 Designed by Donna Petersen P E. Checked by lanqetIA.Y.W „AlAteAD t Main Span: 22'6' Right Cantilever None Tributary Width: 2'6' Slope: 0 Live Load: 40 psf Snow Load: 0 Allow. TL Deflection: U240 DOL. 1 150 (3 in Maximum) F. 240 psi Fb. 2400 psi ':01,A '.7rup.o.tlY4 -0.5335 1.0747 0.75 1 125 28? 71? 95? 21 4-1/2' 11'3' 11'3' 4 Seasons Engineering Inc. Project: 1111 S. 'N ST Job. DAN ANGI OTTERSTETTER Client: DAN ANGI OTTERSTETTER Input Data "Itti*,*1404P:g4F44444" 000;0444,64440 Left Cantilever None Main Span: 11 Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: U240 Eb. 1800000 psi Design Checks 4.m,0?r9r,a,P4t1P11 11 BeacUon: 100000 2032.8 2760 74 5'6' Max. Value 2598.75 Allowable 3047.08 of Allow 85 101 Location 0' Reactions and Bearing Program Version 8.2 12/17/2004 04 RIDGE BEAM-Roof Beam Tributary Width. 113' Live Load: 0 psf Allow TL Deflection: L/180 F 240 psi 7Nilii2 ftqa0090' !JO' 1.5 2598.75 1.5 2598.75 Self-weight of member is not included. Member has an actuatlallowable ratio in span 1 of 74 Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 2598.75 lb (Left) and 2598.75 lb (Right). Page 1 10 05/22/06 Designed by Donna Petersen P E. Checked by VV004it Right Cantilever None Slope: 0:12 Snow Load: 25 psf DOL. 1 150 Fp. 2400 psi .$hear 4.14 APO'. :ist :1 ;to: 121.217 -0.2711 -0.4555 276 0.55 0.7333 44 II 49 if 62 it 9' 5'6' 5'6' 4 Seasons Engineering Inc. Project: 1111 S 'N' ST Job DAN ANGI OTTERSTETTER Client: DAN ANGI OTTERSTETTER Input Data POLDkitigh:F.'„' "1,19.! Left Cantilever None Main Span: 226 Right Cantilever None Slope: 0 Snow Load: 0 DOL. 1 150 Fb. 2400 psi Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: U360 Eb. 1800000 psi User Defined Loads 1 Dead Snow Condition 1 Snow Condition 1 Dead Design Checks 144 Max. Value Allowable of Allow. Location 7669.81 Reactions and Bearing 7747.62 '10 0' 226' Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 85 11 Design is governed by total deflection. Governing load combination is Dead+Floor Live+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 7669.81 Ib (Left) and 7669.81 Ib (Right). Program Version 8.2 12/17/2004 05 FLOOR BEAM-Floor Beam Tributary Width: 6'3' Live Load: 40 psf Allow TL Deflection: U240 (3 in Maximum) F 240 psi tigrOT'r Uniform Uniform Concentrated Concentrated t g0#10,4* P r „A-WOO ib' 4 010 2187.64 2632.11 99 V 83 V 0' 11'3' 0aT 0600 A 2.326 2.326 0' 226' 135 0' 226' 75 113' 1559 113' 1040 7669.81 7669.81 4:hiar? 113.843 276 41 V 21 Page 1 10 58 05/22/06 Designed by Donna Petersen P E. Checked by 4 '01 -0.5606 -0.966 0 75 1 125 74 85 113' 113' k‘geiL V9,747 '4`,4,,pit, 2003 IBC WIND ANALYSIS BUILDING DESCRIPTION FIRST FLOOR SECOND FLOOR Y: ROOF HEIGHT AVERAGE HEIGHT OF BUILDING WIDTH LENGTH LEAST DIM )03 IBC SEISMIC ANALYSIS SIMPLIFIED BASE SHEA '73 :5 49.51 49.51 S1 0.50 8 Ss 1.25 9 SITE CLASS D 2 F■ 1.50 19 Fa 1.00 A 4.95 3 4.95 2A =I 9.9 Sm1 0.75 WIND EXPOSURE .C' Sms 1.25 WIND SPEED 100 MPH Sd1 0.50 ROOF PITCH 121 18.431 Sds 0.83 P ?IWP,30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY D P. ?IWP$3o A. I LC1 p, LC1,P, LC2,p LC2,P, RESPONSE MODIFICATION FACTOR 6 1/2 AREA A, p n30 1.27 1 22 27.98 22 27.98 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 1.27 1 -5.8 7.38 5.8 7.38 CONNECTION OF SMALL ELEMENTS AREA C, ps30 1.27 1 14.6 18.57 14.6 18.57 SHEAR COEFFICIENT= 0.111 AREA D ps30 1.27 1 3.2 -4.07 -3.2 -4.07 HORIZONTAL DIAPHRAGMS AREA E, ps30 1.27 1 19.1 -24.29 19.1 -24.29 SHEAR COEFFICIENT= 1 0.1667 AREA F ps30 1.27 1 13.3 16.91 13.3 16.91 BEARING AND SHEAR WALL AREA G, ps30 1.27 1 13.3 16.91 13.3 16.91 OUT OF PLANE WALL FORCES AREA H, ps30 1.27 1 10.1 12.84 10.1 12.84 SHEAR COEFFICIENT= 1 0.3333 E oh 1.27 1 -26.7 -33.96 -26.7 -33.96 MASONRY AND CONCRETE OUT OF PLANE G oh 1.27 1 -20.9 -26.58 -20.9 -26.58 SHEAR COEFFICIENT= 1 0.6667 COMPONENTS AREA 53 ZONE 1 20sgft 1.27 1 16 -20.35 10.35 27.941 LONGEST TRUSS 2 FT OC 22.5 ZONE 2, 20 sqft 1.27 1 =26:4 -33.58 -23.58 466.786 EAVES 2 ZONE 3 20sgft 1.27 1 =39.6 -50.36 -40.36 ROOF DEAD LOAD 10 EAVES Z3 1.27 1 -33.5 -42.60 -32.60 130.419 TRUSS UPLIFT 625 Residence /Addition Dan &.,Arigi Otterstetter' 11:145. "N' 'Street, Port`Aigeles,'WA 98362; HURRICANE CLIP H10 LATERAL FORCE RESISTING SYSTEM WIND LOADS SEISMIC LOADS (AREA)(PRESSURE) /LENGTH SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR SECOND AREA FT FT PSF LBS FT PLF AREA FT PSF COEFF LBS PLF WALLA A 8.0 -4;0 27.98 ROOF B *38 7.38 FLOOR C 18,57 WALL ;.8:0 D 2.0` 3:8` -4.07 695.0 225'_ 30.9 ETC 0.154 810,0 36.0 WALL B A 4 27.98 ROOF `131 _1 B 7.38 FLOOR C `13:8 4 0' 18,57 WALL 114,!„ D .13:8` 38- -4.07 1072,5 ;22:5 47 7 ETC. 0.154 1033.6 45.9 WALL C A :5 5: 4 0 27.98 ROOF 7.5; 17` B :7 >'5, 3 :8 a 7.38 FLOOR C W, w 5 18.57 WALL 8:0 D -4.07 505.0 22:5 22.4 ETC. `�s 0.154 662.9 29.5 WALL E A '80 .:5.0, 27.98 ROOF 13.3; B 7.38 FLOOR a n C '33, 5z0: 18.57 WALL e ''8;0 D -4,07 1425,5 i :27 =4;• 52.0 ETC. 0.154 1222.9 44.6 WALL F A z 27.98 ROOF :13:35„ 17. 7,38 FLOOR C 3:3` ;5 :0- 18.57 WALL D 8 -4,07 1425,5 27 4p 52.0 ETC. 0.154 1222.9 44,6 LATERAL FORCE RESISTING SYSTEM WIND LOADS SEISMIC LOADS (AREA)(PRESSURE /LENGTH SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR MAIN AREA FT FT PSF LBS FT PLF AREA FT PSF COEFF LBS PLF WALLA A ;8:0 4:0 27.98 ROOF 16 17' B 8 0 3:8 7.38 FLOOR <8:0' C ,,21'.0 ry ,4 ":0; 18.57 WALL 0.0 D 2;0., q r ;x318; -4.07 2199.9 ;22 97.8 ETC "80��; �8r 0.154 1633.8 72.6 WALL B A 27.98 ROOF .;13,8ti 17 B 7,38 FLOOR ;13:8a C 13 :8 ',1 :0 18.57 WALL 8:0., D 1'3,8•', 3 :8 -4,07 2851 1 ''22:5': 126.7 ETC. 80: 8 0.154 2064.3 91 7 WALL C A '8:0 27.98 ROOF 12:5:.:...87 B ;7/5,, 7,38 FLOOR 1. 5 :5' C 1 110.3 i -'4:0 18,57 WALL :0;0:...::..:8:. D 5.0:r :358 -4.07 1760.5 '22.5 78,2 ETC, .8:0 8 0.154 1280.8 56.9 WALL D A s5:3' r 4:0 27,98 ROOF 7:3+.;.:. B :7,3 428' 7.38 FLOOR C ,Y 18.57 WALL =8. D -4.07 485.5 2 22:5: 21.6 ETC. 0.154 648.2 28.8 WALL E A ,,8'.0 27,98 ROOF '13:3,,• 17,- B 7.38 FLOOR ;6.3`- C 3:3. '1510; 18,57 WALL :12:4 D r -4,07 4276,6 44. 86.6 ETC. 8; 0.154 3279.8 66,4 WALL F A 27.98 ROOF x" °,19.3; •,;17;,,, B 7.38 FLOOR C T,•1':3 ,15:0; 18.57 WALL .12:4> D -4,07 3147,3 49:4„ 63.7 ETC 8• 0,154 4061 4 82,2 Residence /Addition Dan Angi Otterstetter 1111 S 'N' Street Port Angeles, WA 98362 PERFORATED SHEAR WALL DESIGN WALL DL ROOF DL FLOOR DL 5 2,17 :15 Level SECOND WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING OF WALL OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT FT FT FT HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT FT LBS. WALLA 30.9 36.0 22.5 A 30.9 36.0 14 22,:5 4: 2 4- 29 0.58 1.00 62.1 1 3 0.0 WALL B 47 7 45.9 22.5 A 107.3 103.4 8 0 ;1 OOt.,_,, 1.00 103.4 NONE 5:, 798.0 B 107.3 103,4 8 5' 0'= 0 1:00 1.00 103,4 NONE 798.0 WALL C 22.4 29.5 22.5 A 47.8 62.8 8 2 0: 0 ..1:00 1.00 62.8 1 :.3.i 447.8 B 28.2 37 1 8 1415 :2 25 1/59; 1.00 62.8 1 :3 0.0 WALL E 52.0 44.6 27 4 A 52.0 44.6 14 274 ro :;4 29 ''0:71' 1.00 62.9 1 1325 0.0 WALL F 52.0 44.6 27 4 A 52.0 44.6 14 27 4 4 29 0 :78 1.00 57.2 1 13.25. 0.0 Level MAIN WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING OF WALL OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT FT FT FT HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT FT LBS. WALLA 97.8 72.6 22.5 A 733.3 544.6 8 3_ 0 0 1 1.00 544.6 4 5830.3 WALL B 126.7 91.7 22.5 A 183,9 1332 8 -2.5 0 0 1:00;, 1.00 133.2 1 t 2' ,1,1.5: s B 1286.7 B 183.9 1332 8 13 a0 0 1]00 1.00 133.2 1 2 11.5 510.2 WALL C 78.2 56.9 22.5 A 704.2 512.3 8 2.5 0 0 1.00% 1.00 512.3 4 :9_ _6 54851 WALL D 21.6 28.8 22.5 A 89.9 120,0 8 `:2.7 .,...._s :.__.....:0;_.___..' 0 1.00: 1.00 120.0 1 3 886.5 B 89,9 120.0 B 2.7 0 0 1 1.00 120.0 1 3` 0 8862 WALL E 86.6 66.4 49.4 A 86.6 66.4 8 49.4. :5. 44 :0.93:,,. 0.98 73.1 1 ,13.3_.,.. _:0 0.0 WALL F 63.7 82.2 49.4 A 112.3 144.9 12.4 0... 0 1t00.. 1.00 144.9 1 w13:3; 0 1451.0 B 99.9 129.0 12.4 27, =_tl $:7' S4 0:89 0.93 155.7 1 13.3: 0 0.0 ResiOeace/Addition Jan Angi Otterstetter 1111 S. 'N' Street Port Angeles WA 98362 1 l 1 L r Cl i I 1.. I .1.26.? C- 1 -4- 1 1 !c,' I r 1 I i .,f -IT.. I 1 I I 1 ---r- 1- pri, ---E f J 1 -1--- t------,-----,---- L ----t- T.- 1-- -1 el?,_ 44; 1.-/----i----1--• -4- i i. L j -r 1 1 1 1 1 1" i r I F t---1 T 1------- 1_ -r L___ ni i -4--,_ -1_, -I-- -i--'t I- i 1 i --177 Y 1 L I 1 -1 r 1 r'''', r 1 I 1 ffr H ,---I d H 1 IF 1 I I- 1 'r t 1 1 I 1 O I _4 TT —.4_ k 1 ---r-- 1 -7- ,t I I .,9- "I I 1 -1 7 I r-4- L T I 5 4 1 I 7P'k 1- t- -t I' IT I t I i r i L r 1 L I i r 1 t- niLf 0 -1 _11 t I --t- -,-2.-- t j ____I I VN -I r -I--- I I 'S) v ii.--,-- 1- A Ir I r t I t I I r L it. i I ---il t #r ati tl I rt r h 1 L— i L ce .3t I 1 dp-vor. 4' .,R. MAI II 1-- I— L -I-- wimolia -1-. 4••, 1 1 I I II 1 1 r I lb i rri-r-r= 1 a t eel I 4 1 1 4 4 III I 41 al iC L., .2 5 II bp NMI J. mmi JD r I •MIll III nu I 0 111 ........„.1 ----i- a■ 6 0 44 4. 1- BUILDING PERMIT OWNER/APPLICANT ANGI OTTERSTETTER 1111 S. N STREET Port Angeles, WA 98363 360/452 -8517 T: CONTRACTOR PELLET HEAT CO. 230 "C" E. 1ST STREET Port Angeles, WA 98362 360/457 -1649 S: PROJECT INFO Project Value: $1,949.00 SFD Units: 0 Commercial: 0 Project Type: FIRPL INSERT LP SFD SQ FT: 0 Industrial: 0 Occupancy Type: RESIDENTIAL Garage: 0 Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: RS7 PROJECT NOTES INSTALL LPGAS FIREPLACE INSERT AND PIPING FEES ASSESSMENT Building Permit: $0.00 Plan Check: $0.00 State Surcharge: $0.00 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 Plumbing: $0.00 Mechanical: $35.00 Radon: $0.00 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ISSUED: 7/19/2001 PROPERTY LOCATION 1111 N ST S Lot: 21 Block: Z Long Legal Subdivision: SEABREEZE ESTATE PLAT A Parcel No: 063001500200000 ARCHITECT N/A Misc Fee 1: Misc Fee 2: Misc Fee 3: 98360 -0000 360/000 -0000 TOTAL FEE: AMOUNT PAID: PERMIT NO: 12806 $0.00 $0.00 $0.00 $35.00 $35.00 BALANCE DUE: $0.00 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 goveming 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. no o F Le Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: ROUGH -IN PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE 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 PELLET/CHIMNEY INSERT HOOD/DUCTS PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM SEPA: ESA: SHORELINE: PLANNING DEPT. SEPARATE PERMIT IP 5 PARKING /LIGHTING LANDSCAPING 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/ ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 -4815 '7 e--z (q L2µ BUILDING BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO R 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 C:IAPPL.WPD FROM SPA SHOP— PELLET HERT CO 8- 1-0 C: 4 OP=i-C[7y Of PA FRNT CNTp. FAX NO. 3E04520503 BUILDING /FIRE PERMIT APPLICATION The Building/Fire permit Application must be filled out completely. Please type or print In Ink. If you have any questions, please call (360) 417 -4815 Fax number: (360) 4 17 -4711 Applicant and/or Agent: Pepe -f ka CO. Owner: 4r3 1 bff e-r Slot&» Address: 1/ 11 Co. IU Sf free-1 City_ f rf �G�,J gg3 63 L Zip: Contractor P e LG. l (A` License PELLE (tCO`dO E p 4. 1 02 Phone: Li 57-4 Vo6 Address: 2 C e 0. sf if rat sf Cit Port -e4.Ls Zip: q y 3 (.0 2 Credit Card Bolder Name nAi Icy Die RI) u S l e Billing Address: 230 :ct,5 F(($t S-f. City Por r Ajtje(a_1Zip :983e0 Credit Card Number 0 n P Exp. Date: VISA K MC PROJECT ADDRESS: 1(1 S0 /U Street ZONING LEGAL DESCRIPTION: Lot: 21 S" b'"B ockf Subdivision. CLALLAM COUNTY PARCEL NUMBER: e 4 lo O/ r O o L e° TYPE OF WORK: �Resideutial Multi family Commercial 0 Rcroof pOLP gas BRIEF DESCRIPTION OF THE PRO K Q 4 »e p/ Cp /n f VALUATION (Cost of project minus sales tax) S l LIT a 0 Jul. 19 2001 08:47AM P1 FOR OFFICIAL USE ONLY: Date Rcc.: Pemut Date Approves: Date lssud: Phone: Y 7—ygOh Phone: C t 4 5 2 857 7 BUILDING PER:VIIT APPLICATION SUBMITTAL: Your completed application, site play (for additions) and building construction plans are to be submitted to the Building Division.. VALUATION OF CONSTRUCITON In all cases, a valuation amount must be eulercd by the applicant. This figure will be reviewed and may be revised by the Building Div. to comply with currcat fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. EXPIRATION 01? 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 for action by the applicant up to 180 days, on wrote! request by the applicant (see Section 107.4 of the Building Code, current edition). No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the same to be tree and correct, and I am authorized to apply for this permit I understand tt i9 not the GTry's legal responsibility to derernune what permits are required, it remains the applicant's responsibility to determine what permit- are required and to obtain such REQUEST: Date 8 Time Received by I I I S N jl sr Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing INSPECTION NOTES: Inspected: Date CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT RESTORATION REQUIRED SURFACE RESTORATION: SURFACE TYPE: Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found (Continue on reverse side if necessary) Asphalt PCC ewer Excay. Time By YES NO Work Order COMPLETE INCOMPLETE erson) Phone No. Permit No. 2- c, 9 C? Other S GAPS Remarks Other STREET SUPERINTENDENT (DATE) BUILDING PERMIT OWNER/APPLICANT ANGI OTTERSTETTER 1111 S. N STREET Port Angeles, WA 98363 360/452 -8517 T: CONTRACTOR ALL WEATHER HEATING COOLING 302 KEMP STREET PORT ANGELES, WA 00009 -8362 360/452 -9813 PROJECT INFO Project Value: $2,223.00 Project Type: FIRPL INSERT LP Occupancy Type: RESIDENTIAL Occupancy Group: Construction Type: Zoning Use: RS7 FEES ASSESSMENT Building Permit: Plan Check: State Surcharge: House Moving: Manufactured Home: Sign: Plumbing: Mechanical: Radon: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES WA 98362 S: ISSUED: 6/01/2001 PROPERTY LOCATION 1111 N ST S Lot: 21 Block: Long Legal Subdivision: SEABREEZE ESTATE PLAT A Parcel No:o C i 5 00 2, crtwo ARCHITECT N/A SFD Units: SFD SQ FT: 98360 -0000 360/000 -0000 MFD Units: 0 MFD SQ FT: 0 PROJECT NOTES INSTALLATION OF FIREPLACE INSERT LP TANK GAS PIPING Misc Fee 1: LP FRPL INSERT Misc Fee 2: Misc Fee 3: TOTAL FEE: AMOUNT PAID: PERMIT NO: 12690 0 Commercial: 0 0 Industrial: Garage: 0 $35.00 $0.00 $0.00 $35.00 $35.00 BALANCE DUE: $0.00 0 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 goveming 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 c, local law reg ting construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT; 4 ROUGH -IN PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE GAS LINE f 1 0 t L2 A 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 PELLET/CHIMNEY INSERT FIOOD /DUCTS PM' UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT B's: SEPA: ESA: WATERLINE METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s PARKING /LIGHTING 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. P W ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 -4815 7 -3 t -o t-E BUILDING BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. 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 CAAPPL.WPD REQUEST: (2 7 -0 Date CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Phone No. 'J° 52 25 Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. (Oth INSPECTION NOTES: Inspected: Date 'e" Remarks: RESTORATION REQUIRED SURFACE RESTORATION: Time (7 :3 0 SURFACE TYPE: I 1 Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found (Continue on reverse side if necessary) Received by 5 Time By Permit No. /2 6 q 0 r CAS nn YES NO POD to If -o P2r T will AW4C(+ caAu SAMC bA E Asphalt PCC Work Order COMPLETE INCOMPLETE Other STREET SUPERINTENDENT (DATE) REQUEST: 7 Date CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Time Location of Work to be inspected N -se Name of person requesting inspection Address of person requesting inspection Phone No. '+=_S Z4 83 l 7 Type of Inspection (circle appropriate one): Permit No. /ZS' Oil.; Sewer Foundation Framing Chimney Plumbing Final Sewer Excay. Other INSPECTION NOTES: Inspected: Date Time By Remarks RESTORATION REQUIRED SURFACE RESTORATION: SURFACE TYPE: (l Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found (Continue on reverse side if necessary) Asphalt Received by (ph YES NO PCC Work Order COMPLETE n INCOMPLETE 2?J nr STREET SUPERINTENDENT (DATE) person) O Other REQUEST: r Date CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Time Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final INSPECTION NOTES: f Inspected: Date Time By Remarks: (Continue on reverse side if necessary) SURFACE RESTORATION: SURFACE TYPE: Unimproved ❑Gravel Repaired by City Repaired by Permittee El No Damage Found RESTORATION REQUIRED Received by `(phone, person) Phone No. S Permit NQs: i Z Co I 7 Sewer Excay. Oth YES NO Asphalt PCC Other Work Order COMPLETE INCOMPLETE STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES LIGHT DEPARTMENT In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to do electrical work as listed below. Address /71/11 r Occupancy F' Owner f` t Tenant Wiring C Light Outlets Receptacle Outlets Dryer, KW Range, KW Water Heater: KW Heat: KW /C! /9/LP Motors: size, volts and phase: Total Load Permit Fee Treas. Receipt No IM Olympic Printers, Inc. Port Angeles, Washington 19 ELECTRICAL PERMIT N° 16482 By Service, volts No. wires f Size wires Main fuse -'"e' 4 Enclosure Type of wiring: Entrance Cable Rigid Conduit Metallic Tubing Current transformers: No. Size Ser. No Ser. No Ser. No Ser. No ELECTRICAL PERMIT Type of Wiring: Armored Cable Non Metallic Knob Tube Rigid Conduit Metallic Tubing Raceway Circuits, Light Utility Heat Range Water Heater Motor Dryer Furnace Total Remarks: By NOTICE Current must not be turned on until Certificate of Inspection has been issued. If work Is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION N? 16482 Address Date Owner Tenant Wiring Contractor By NOTICE Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment.