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125 Motor Ave A - Building
PREPARED 11/12/09 10 27 47 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/12/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/06/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/06/09 AP February 6 2009 8 27 27 AM 1pangrle MIKE 460 6172 FOOTING MORNING February 6 2009 3 27 04 PM jlierly BLFO 01 2/17/09 JLL BLDG FOUNDATION TIME 09 00 2/18/09 AP February 17 2009 8 42 20 AM 1pangrle MIKE 460 6172 FOUNDATION MORNING February 18 2009 3 39 31 PM jlierly BL9 01 4/29/09 JLL BLDG SHEARWALL 4/30/09 AP April 29 2009 8 21 24 AM pbarthol MIKE 460 6172 April 30 2009 8 59 18 AM jlierly BAIR 01 5/20/09 JLL BLDG AIR SEAL TIME 01 00 5/21/09 AP May 19 2009 3 16 00 PM 1pangrle MIKE 460 6172 AIRSEAL AFTERNOON May 21 2009 8 35 52 AM jlierly BL3 01 5/20/09 JLL BLDG FRAMING TIME 01 00 5/21/09 AP May 19 2009 3 15 30 PM 1pangrle MIKE 460 6172 FRAMING AFTERNOON May 21 2009 8 36 12 AM jlierly BL99 01 11/12/09 J BLDG FINAL November 12 2009 10 25 36 AM 1pangrle MIKE 460 6172 BLDG FINAL THE EAST SIDE ENTRANCE DOOR IS OPEN PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 11/12/09 L MECHANICAL FINAL November 12 2009 10 26 23 AM 1pangrle •� MIKE 460 6172 MECHANICAL FINAL THE EAST SIDE ENTRANCE DOOR IS OPEN PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CONTINUED ONTO NEXT PAGE PREPARED 11/12/09 10 27 47 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/12/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/09/09 JLL PLUMBING UNDER SLAB TIME O1 00 3/10/09 DA March 6 2009 2 52 07 PM 1pangrle MARK 808 0174 UNDERSLAB PLUMBING AFTERNOON March 10 2009 8 29 12 AM jlierly provide water test for underslab/jll PL1 02 3/11/09 PB PLUMBING UNDER SLAB 3/12/09 AP March 11 2009 9 08 26 AM 1pangrle MIKE 460 6172 UNDERSLAB PLUMBING AFTERNOON March 12 2009 8 26 24 AM pbarthol PL6 01 4/06/09 JLL PLUMBING WATER SUPPLY 4/07/09 AP April 6 2009 9 16 57 AM 1pangrle MIKE 460 6172 'WATER LINE HOOK UP AT METER BASE April 7 2009 1 06 04 PM jlierly PL2 01 5/01/09 JLL PLUMBING ROUGH IN TIME O1 00 5/15/09 AP May 1 2009 8 55 42 AM 1pangrle MARK 808 8014 ROUGH IN PLUMBING AFTERNOON May 15 2009 3 40 08 PM jlierly PL99 01 11/12/09 J PLUMBING FINAL November 12 2009 10 26 50 AM 1pangrle (� MIKE 460 6172 PLUMBING FINAL THE EAST SIDE ENTRANCE DOOR IS OPEN COMMENTS AND NOTES o�pOR7 , ELECTRICAL INSPECTION r WIRING REPORT G L W RKS& 417-4735 � b DATE PERMIT# INSPECTOR /d zb o r OWNER/CONTRACTOR ADDRESS IP5 emip TdYL— 19-7 APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑. SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED: YLx-tcn,)O2 R r 6 -y lvk— t►� 12c-� c,-- 4&*= ,- ? TA NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — PREPARED 5/20/09 8 36 27 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/20/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/06/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/06/09 AP February 6 2009 8 27 27 AM 1pangrle MIKE 460 6172 FOOTING MORNING February 6 2009 3 27 04 PM jlierly BLFO O1 2/17/09 JLL BLDG FOUNDATION TIME 09 00 2/18/09 AP February 17 2009 8 42 20 AM 1pangrle MIKE 460 6172 FOUNDATION MORNING February 18 2009 3 39 31 PM jlierly BL9 01 4/29/09 JLL BLDG SHEARWALL 4/30/09 AP April 29 2009 8 21 24 AM pbarthol MIKE 460 6172 April 30 2009 8 59 18 AM jlierly BAIR 01 5/20/09 BLDG AIR SEAL TIME 01 May 19 2009 3 16 00 PM 1pangrle MIKE 460 6172 AIRSEAL AFTERNOON BL3 01 5/20/09 J L BLDG FRAMING TIME 01 00 May 19 2009 3 15 30 PM 1pangrle MIKE 460 6172 FRAMING AFTERNOON COMMENTS AND NOTES ELECTRICAL PERMIT CITY OF PORT ANGELES (� 360-417-4735 Application Number 09 00000434 Date 5/18/09 (� Application pin number 943076 , Property Address 125 MOTOR AVE A W ASSESSOR PARCEL NUMBER 06 30 09 5 2 9010 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc 400 amp service and new commercial 31 circuits Owner Contractor CAUDILL MICHAEL R THE ELECTRIC COMPANY 1329 W 10TH PO BOX 1471 PORT ANGELES PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 457 7120 Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 145839 Permit Fee 175 75 Plan Check Fee 00 Issue Date 5/18/09 Valuation 0 Expiration Date 11/14/09 Qty Unit Charge Per Extension 31 00 2 0000 ECH EL-BRANCH CIRCUIT W/FEEDER 62 00 1 00 113 7500 ECH EL-201 400 SRV FEEDER 113 75 Fee summary Charged Paid Credited Due Permit Fee Total 175 75 175 75 00 00 Plan Check Total 00 00 00 00 Grand Total 175 75 175 75 00 00 G INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN �ffcto FINAL COMMENTS C� Signature of owner or Electrical Contractor X r— Date S `�� ` RECEIVE® City of Port Angeles Permit Application MAY 14 2009 Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150 Port Angeles Washington,98362 Ph:(360)417.4735 Fax:(360)417.4711 LIGHT DEPT 5 -13-()g Date: _1 &2 Single Family Dwelling 3G Multi-Family or Commercial* Commercial Addition/Alteration I Remodel/Repair* *Plan Review MBe Required, Please Cqmplete Electrical Plan Review Information Sheet W Job Address: Iay S M OTOC Building Square Footage: 1900 Description of above C', e u l C-C. Owner InformatiAn Contractor I formation Name: M"( K e czx Name. I C- Cf ec rr L CU. Mailin Ad ess: e o T Mailing Addr ss: b I g71 City State. Zip qYu 3 City State L�.�Zip Phone.!4(.0 -617A Fax: Phone: Fax: License#I Exp License#/Exp C-[ec7L (43 Q E' Unit Charge QtTotal(Qty Multiplied by Unit Charge) $ 93.75 $ Service/Feeder 200 Amp. $113.75 $_�=f Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp. $205.00 $ Service/Feeder 601 1000 Amp $291.25 $ Service/Feeder over 1000 Amp $ 2.00 $ Branch Circuit W/Service Feeder $ 57.50 $ Branch Circuit W/O Service Feeder $ 2.00 $ Each Additional Branch Circuit $ 72.50 $ Temp Service/Feeder 200 Amp. $ 86.25 $ Temp Service/Feeder 201-400 Amp. $116.25 $ Temp Service/Feeder 401-600 Amp. $131.25 $ Temp Service/Feeder 601 1000 Amp. $ 75.00 $ Portal to'Portal Hourly $ 69.00 $ Sign/Outline Lighting $ 75.00 $ Signal Circuit/Limited Energy Commercial $ 50.00 $ Signal Circuit/Limited Energy 1 &2 Family Dwelling $ 50.00 $ Signal Circuit/Limited Energy Multi-Family Dwelling $ 93.75 $ Manufactured Home Connection $ 80.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 _ $ Q&r, First 1300 Square Ft. $ 27.50 r $,93 50 Each Additional 500 Square Ft.or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $ Each Swimming Pool or Hot Tub $ 43.75 $ ermostat $ O Total !75 �7� 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 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. Signature of owner electrical contractor or electrical administrator ❑ Cash �J Check ate: �/ 0 Credit Card# PREPARED 5/01/09 9 01 42 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/01/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/09/09 JLL PLUMBING UNDER SLAB TIME O1 00 3/10/09 DA March 6 2009 2 52 07 PM 1pangrle MARK 808 0174 UNDERSLAB PLUMBING AFTERNOON March 10 2009 8 29 12 AM jlierly provide water test for underslab/jll PL1 02 3/11/09 PB PLUMBING UNDER SLAB 3/12/09 AP March 11 2009 9 08 26 AM 1pangrle MIKE 460 6172 UNDERSLAB PLUMBING AFTERNOON March 12 2009 8 26 24 AM pbarthol PL6 01 4/06/09 JLL PLUMBING WATER SUPPLY 4/07/09 AP April 6 2009 9 16 57 AM 1pangrle MIKE 460 6172 'WATER LINE HOOK UP AT METER BASE April 7 2009 1 06 04 PM jlierly PL2 01 5/01/09 PLUMBING ROUGH IN TIME O1 00 May 1 2009 8 55 42 AM 1pangrle t l MARK 808 8014 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 4/29/09 8 50 25 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/29/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/06/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/06/09 AP February 6 2009 8 27 27 AM 1pangrle MIKE 460 6172 FOOTING MORNING February 6 2009 3 27 04 PM jlierly BLFO O1 2/17/09 JLL BLDG FOUNDATION TIME 09 00 2/18/09 AP February 17 2009 8 42 20 AM 1pangrle MIKE 460 6172 FOUNDATION MORNING February 18 2009 3 39 31 PM jlierly BL9 01 4/29/09 L BLDG SHEARWALL April 29 2009 8 21 24 AM pbarthol MIKE 460 6172 COMMENTS AND NOTES ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 09 00000376 Date 4/28/09 Application pin number 431560 Property Address 125 MOTOR AVE A ASSESSOR PARCEL NUMBER 06 30 09 5 2 9010 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc Ditch for service Owner Contractor CAUDILL MICHAEL R JEDI ELECTRIC 1329 W 10TH 331 FORS RD PORT ANGELES PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 460 0556 Permit ELECTRICAL NEW COMMERICAL Additional desc Permit pin number 144915 Permit Fee 93 75 Plan Check Fee 00 Issue Date 4/28/09 Valuation 0 Expiration Date 10/25/09 Qty Unit Charge Per Extension 1 00 93 7500 ECH EL-0 200 SRV FEEDER 93 75 Fee summary Charged Paid Credited Due Permit Fee Total 93 75 93 75 00 00 Plan Check Total 00 00 00 00 j Grand Total 93 75 93 75 00 00 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL COMMENTS Signature of owner or Electrical Contractor Date RECEIVED City of Port Angeles Permit Application APR 2 8 2009 Building Division/Electrical Inspections 321 East Fifth Street-P.O.Box 1150 Port Angeles Washington,98362 Ph:(360)417-4735 Fax:(360)417.4711 UQHTDEPT Date: �.,a 7 d 9 P14<Single Family Dwelling _Multi-Family or Commercial* Commercial Addition/Alteration/Remodel I Repair* *Plan Review May Be Required, Please Complete Ele ical Plan Reyyiew Information Sheet Jobkd f- 4L./e— Building Square Footage: Description of above t rG Owner Information Contractor Information Name: 0)t i4 e I Name D I F I ec-T(-( C- Mailing Address: V5 29 W I U Mallin q Address O t3 e—, City. Q A State. Zip. 91 36 3 City TRK State. fir^ Zip, ctdr 91 Phone: Y&O -G/?2 Fax: Phone: X16 0-�25f G Fax: / '70 7 License#/Exp. License#/Exp �G t7r C G7 ?52 G 2- Unit Unit Charge Qty Total(Qty Multiplied by Unit Charge) $ 93.75 �_ $ `j Service/Feeder 200 Amp. $113.75 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp. $205.00 $ ServicelFeeder 601 1000 Amp. $291.25 $ Service/Feeder over 1000 Amp $ 2.00 $ Branch Circuit W/Service Feeder $ 57.50 $ Branch Circuit W/O Service Feeder $ 2.00 $ Each Additional Branch Circuit $ 72.50 $ Temp.Service/Feeder 200 Amp. $ 86.25 $ Temp.Service/Feeder 201-400 Amp. $116.25 $ Temp.Service/Feeder 401-600 Amp. $131.25 $ Temp.Service/Feeder 601 1000 Amp. $ 75.00 $ Portal to'Portal Hourly $ 69.00 $ Sign/Outline Lighting $ 75.00 $ Signal Circuit/Limited Energy Commercial $ 50.00 $ Signal Circuit/Limited Energy 1 &2 Family Dwelling $ 50.00 $ Signal Circuit/Limited Energy Multi-Family Dwelling $ 93.75 $ Manufactured Home Connection $ 80.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 $ First 1300 Square Ft. $ 27.50 $ Each Additional 500 Square Ft.or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $ Each Swimming Pool or Hot Tub $ 43.75 $ Thermostat $ 7�5 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. 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. Signature of owner electrical contractor or electrical administrator ❑ Cash Check Date: ❑ `Credit Card# 411 :t- PREPARED 4/06/09 9 22 59 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/06/09 ADDRESS 125 MOTOR AVE A SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT PL 00 PLIIMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/09/09 JLL PLUMBING UNDER SLAB TIME 01 00 3/10/09 DA March 6 2009 2 52 07 PM 1pangrle MARK 808 0174 UNDERSLAB PLUMBING AFTERNOON March 10 2009 8 29 12 AM jlierly provide water test for underslab/jll PL1 02 3/11/09 PB PLUMBING UNDER SLAB 3/12/09 AP March 11 2009 9 08 26 AM 1pangrle MIKE 460 6172 UNDERSLAB PLUMBING AFTERNOON March 12 2009 8 26 24 AM pbarthol PL6 01 4/06/09 J PLUMBING WATER SUPPLY April 6 2009 9 16 57 AM 1pangrle MIKE 460 6172 'WATER LINE HOOK UP AT METER BASE COMMENTS AND NOTES PREPARED 3/11/09 9 10 34 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/11/09 ADDRESS 125 MOTOR AVE SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/09/D9 JLL PLUMBING UNDER SLAB TIME 01 00 3/10/09 DA March 6 2009 2 52 07 PM 1pangrle MARK 808 0174 UNDERSLAB PLUMBING AFTERNOON March 10 2009 8 29 12 AM jlierly provide water test for underslab/jll PL1 02 3/11/09 JLL PLUMBING UNDER SLAB March 11 2009 9 08 26 AM 1pangrle f MIKE 460 6172 / UNDERSLAB PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 3/09/09 11 52 31 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/09/09 ADDRESS 125 MOTOR AVE SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 3/09/09 -11L PLUMBING UNDER SLAB TIME 01 00 March 6 2009 2 52 07 PM 1pangrle MARK 808 0174 A ERPLUMBING AFT AFTERNOONNOON COMMENTS AND NOTES 'n UJ PREPARED 2/17/09 8 44 00 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/17/09 ADDRESS 125 MOTOR AVE SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/06/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 2/06/09 AP February 6 2009 8 27 27 AM 1pangrle MIKE 460 6172 FOOTING MORNING February 6 2009 3 27 04 PM jlierly BLFO 01 2/17/09 JLL/^� BLDG FOUNDATION TIME 09 00 February 17 2009 8 42 20 AM 1pangrle MIKE 460 6172 FOUNDATION MORNING COMMENTS AND NOTES PREPARED 2/06/09 8 30 28 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/06/09 ADDRESS 125 MOTOR AVE SUBDIV TENANT NBR ACE MICHAELS INC CONTRACTOR ACE MICHAELS INC PHONE (360) 460 6172 OWNER MICHAEL R CAUDILL PHONE (360) 460 6172 PARCEL 06 30 09 5 2 9010 0000 APPL NUMBER 09 00000067 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/06/09 L BLDG FOUNDATION FOOTING TIME 09 00 February 6 2009 8 27 27 AM 1pangrle MIKE 460 6172 FOOTING MORNING COMMENTS AND NOTES CITY OF PORT ANGELES of µC PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000067 Date 2/04/09 Application pin number 579107 Property Address 125 MOTOR AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 9010 0000 Tenant nbr name ACE MICHAELS INC Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 94496 Application desc 1938 SQ FT 2STRY GARAGE/SHOP & OFFICE Owner Contractor MICHAEL R CAUDILL ACE MICHAELS INC 1329 W 10TH 1329 W 10TH ST PORT ANGELES WA 98363 PORT ANGELES WA 98363 (360) 460 6172 (360) 460 6172 Structure Information 000 000 1938 SF GARAGE/SHOP & OFFICE 2 STORY Permit PUBLIC WORKS COMM WATER SERV Additional desc Permit pin number 140871 Permit Fee 355 00 Plan Check Fee 00 Issue Date 2/04/09 Valuation 0 Expiration Date 8/03/09 Qty Unit Charge Per Extension 1 00 355 0000 EA PW WATER METER DROP IN 355 00 Permit RIGHT OF WAY Additional desc Permit pin number 140897 Permit Fee 50 00 Plan Check Fee 00 Issue Date 2/04/09 Valuation 94496 Expiration Date 8/03/09 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 140889 Permit Fee 135 00 Plan Check Fee 00 Issue Date 2/04/09 Valuation 94496 Expiration Date 8/03/09 Qty Unit Charge Per Extension 1 00 135 0000 EA SAN SEWER HOOKUP 135 00 Special Notes and Comments Address numbers shall be plainly visible from the street 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\1 102 15[10/08] PERMIT INSPECTION RECORD $ CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4NY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION Ij KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY[USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\1 101 15(10/081 #19-111 FpOCITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 09 00000067 Date 2/04/09 Application pin number 579107 Special Notes and Comments Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 1OBC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit on each floor level January 23 2009 8 57 05 AM kdubuc February 4 2009 11 47 48 AM sroberds The proposal will result in construction of a first floor shop/second floor office use in the CSD zone No land use issues exist 2 off site parking spaces are required for the office use January 21 2009 8 58 35 AM banders Brian 417 4708 Electric service to feed underground from pedestal at the northwest corner of property All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 Fee summary Charged Paid Credited Due Permit Fee Total 540 00 540 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 3024 50 3024 50 00 00 Grand Total 3564 50 3564 50 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\1 102 15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS 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 t KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE i METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\1102 15[10/08] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000067 Date 2/04/09 Application pin number 579107 A Property Address 125 MOTOR AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 9010 0000 Tenant nbr name ACE MICHAELS INC Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 94496 Application desc 1938 SQ FT 2STRY GARAGE/SHOP & OFFICE( Owner \" C(W Contractor MICHAEL R CAUDILL � ACE MICHAELS INC 1329 W 10TH 1329 W 10TH ST PORT ANGELES WA 98363 PORT ANGELES WA 98363 (360) 460 6172 (360) 460 6172 Structure Information 000 000 1938 SF GARAGE/SHOP & OFFICE 2 STORY Permit BUILDING PERMIT COMMERCIAL Additional desc 1938 SQ FT 2STY GARAGE/OFFICE Permit pin number 140533 Permit Fee 985 25 Plan Check Fee 640 41 Issue Date 2/04/09 Valuation 94496 Expiration Date 8/03/09 Qty Unit Charge Per Extension BASE FEE 670 25 45 00 7 0000 THOU BL-50 001 100K (7 00 PER K) 315 00 A Permit MECHANICAL PERMIT Additional desc Permit pin number 140541 / Permit Fee 138 50 Plan Check Fee 00 Issue Date 2/04/09 Valuation 0 Expiration Date 8/03/09 Qty Unit Charge Per Extension BASE FEE 50 00 2 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 14 50 5 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 74 00 Permit PLUMBING PERMIT Additional desc Permit pin number 140558 Permit Fee 114 00 Plan Check Fee 00 Issue Date 2/04/09 Valuation 0 Expiration Date 8/03/09 Qty Unit Charge Per Extension BASE FEE 50 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 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 regulati g construction or the performance of construction. >�Jp Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T.FormsBuilding 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 INCONSPICUOUS 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/Water 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 by MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T.Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION _ 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Application Number 09 00000067 Date 2/04/09 Application pin number 579107 Qty Unit Charge Per Extension 5 00 7 0000 EA PL-PLUMBING TRAP 35 00 1 00 7 0000 EA PL-WATER LINE 7 00 1 00 15 0000 EA PL-SEWER LINE 15 00 1 00 7 0000 EA PL-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 A minimum 2A 1OBC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit on each floor level January 23 2009 8 57 05 AM kdubuc February 4 2009 11 47 48 AM sroberds The proposal will result in construction of a first floor shop/second floor office use in the CSD zone No land use issues exist 2 off site parking spaces are required for the office use January 21 2009 8 58 35 AM banders Brian 417 4708 Electric service to feed underground from pedestal at the northwest corner of property All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public works Engineering is required prior to pouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 r Fee summary Charged Paid Credited Due Permit Fee Total 1237 75 1237 75 00 00 Plan Check Total 640 41 640 41 00 00 Other Fee Total 3024 50 3024 50 00 00 Grand Total 4902 66 4902 66 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 has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T.FonnsBuilding Division/Building Permit C) BUILDING PERMIT INSPECTION RECORD 1 — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- 6 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION a-1-7- b L.L Footings - D !� Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In LL Water Line(Meter to Bldg) -L 0 Gas Line �� � Back Flow/Water FINAL Date 42:61 Accepted b; ^ , AIR SEAL. Walls Ceiling FRAMING. a(,G- Joists/Girders/Under Floor Shear Wa Hold Downs -2 71LJ, 0 Walls oof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line p �7 Wood Stove/Pellet/Chimney / (2j0 I T� Commercial Hood/Ducts FINAL Date G1 Accepted b J MANUFACTURED HOMES Footing/Slab ,Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE C.A Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /Engineering 417-4831 N Fire 417-4653 Planning 417-4750 to Building 417-4815 O � T:Forms/Building Division/Building Permit ` ` MMNNIM MEEMEMEMOMMMMEMM mo EMMMEMMENNOME MEMMMME Em ■■■■■!�, rl�11■■■■■■■■■■■■ ■EME■■■! �.!!i . Cil�1 �'�■■■■■■■ ■E■■E■MCt� . ► ■■ r■■,� : ■■■E■M M■■MMM■ ■EEME■■■■M E■EE■M M■■■EME EMEMM■M■■■EEME■■E■ME■ MEN M ENE ■■■■■■■ M■■■■M■■■■� ON ■■■ ■■■E■■M ■■■■■■OMEM ■■■■ OEM EMEMMEMEM EMM _ ■■ ■■■■ MEN ME■EM■■ESEME■I N■MEE1 MEMO E■EMMEMEMMEMEMM MEEM�I MME■ ON ■■■■■■EM ■■MONE EMI ONES NONE NEE■M■■E ■■■MEE■EI DEMEN MON E■E!!mEm=E NM NOME■11 ■NEEM MEME■IE■MMNOM E■ ■NOR II NMENO ■M 1■EMEM■■ EMM i ■MIIM MEMO MME■a ■ MEN■ No IN MEMO MrM NONE MEN In on MEN M NONE IEEE MON loom fes!EMM ME■■IIE ■EMM MOOSE MM MEET O■MMIIMENEM ■■■EE�N�■olmo I l�- ■ ■■■■�IME■E■ ■■■■N.Zm� == M G ■■■■■AIME■■M MEN MMMEM■MEMNi�ii ■■■■MMI ■■ MEN ■EEMMEME! ml I No MEM EMEM■ON ' i 1 M MEM MEMM■M - '�i7 0 -!1 O■� MEN MI _sMEE �� N�M�11�1■ �Ei OEM E -MEMOOEM Ell ■�� E■EES . . riO�l E■�i _ ..:y11■0 ; ■[�ii�■� � �L ME EIC�.� �� ill■i1 _e , MEN M- , MEN ��+ -_.:. - SME ■ EAST AND WEST WALL$OF M PROPOSED SHOP BUILDW3 TO BE ONE HOUR RATED CONSTRUCTION I iv FER TABLE 607 IDC. I — FIRE SERAPTION TO BE ON INSIDE I O OF WALL PER SCEITCN 1049 ONISC. PROVIDE ONE LATER I OF b/8'Tl PE'x'CAM ON INSIDE i N, j I i i a j EXISTINGIOPOSEG� j DUPLE MEN/ BUILDING i SHOP � M I o m i I I O; i coNCRET'E I I DRIVE � I Q I i I �— — — — — — — — — — — — — — -L — — — — — — — —� .IFX SHOP J, RE FOOTAC 10 ES. O 5,, , I,/ „ MOTOR AVE. SCUARE FCOTAGES. FIRST FLrcR EACH UNIT - FIRST FLOOR Ra 25 6O �`rcE $ FFT 15'-0 17/32” 19'-O" 5' O Il/ GARACsE 1140 SaFT SECOND FLOOR EACH UNIT , &ECC,D FLOOR EACH UNIT OFFICE 188 SOFT I RESIDENCE 615 $GFT DECK 102 SaFT TOTAL 1938 SOFT THIRD-LOOK EACH UNIT 7'-0" 34'-0" 39'-I IA6" RESIDENCE 615 SOFT 1'�'TAL EACH UNIT 80, 146° 5IDENGE 1259 SOFT SITE FLAN 110iPOBUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only _ Attn 'Building:Permit Technician - Date Received / 2,0-a44 321 E. Fifth St. Port Angeles, WA 98362 (360)417-4815 fax(360)417-4711 ) Permit# B -d ; ate Approved a Applicant or Agent C/`l C��a 1 Ph\`of�`e Property Owner t �� y t, Ph ' e Property Owner's Address 44- Contractor/Engineer Contractor/Engineer A c e Ol; c4,0 S 17A C Phone Contractor/Engineer's Address License# A Expires / E-mail PROJECT ADDRESS ), Parcel Number Lot ZoningSQ Proiect Type&Brief Description. o Residential Commercial ❑ Multi-family ❑ Industrial Check all that apply New Construction call w,'fJn 1q39 5F S�o ❑Addition I i CAn ❑ Remodel Use— offtGe ❑ Repair vS.e — io e, o Suppja" s s ❑ Re-roof J 11 ❑ Demolition ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑gas fireplace ,❑;pellet stove ❑ other ❑ Other Floor Areas Existinq(sq. ft.) Proposed(sg. ft.) Basement @ $ per sq. ft. = $ 1"Floor 2Floor 4 8 7(d -33,9 to 3� Floor Garage Carport Covered Porch Deck Shed Other Cxt s+inr t>up ex t)_,15 ` "H nt 5ee WMI # o8-195 TOTAL VALUATION $ Total footprint of structure. sq. ft. _ Lot size C, sq. ft. = Lot coverage ,0(,./0 4r-o-F'R,`zk �"e- Max. height of proposed structures 3.57 ftEo Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? Construction type #of half baths _ /have read and completed this application and know it to be true and correct lam authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date I-ZO-01 Print Name K\v-p Cay Signature" I I ( ' I is 2010 7 i I i f I j I f j I f I f t i 7 20,6 t I � 2095 I � 3 ,29 125 f 1 r i i I p � 1 ( j 1 4 I 1 I 22 to ! f j ' 132„ i � '124 1 d � j( j( 1 i r — — — - -- — — — — — — — — — — ----I• — — — — — — — — — � I i I EAST AND WEST WALLS OF I PROPOSED SHOP BUILDING TO PSE I I ONE HOUR RATED CONSTRUCTION �p FIRE SERAPTIOON TO DE ON INSIDE I I O OF WALL PER SCEITON 904b j OF.WALL PROVIDE ONE LATER I I OF 5/8'1'TPE'x'GWB ON INSIDE j _ I VIA, EXISTIN IROPOSE DUPLE BUILDING i S OF / o I I % ' �i• I I I O CONCRETIE I DRIVE DUPLEXSHOP I I � I i I SG.'UARE FOOTAGEB, 10'-0" 5' O I, , MOTOR AVE. S=ARE FOOTAGES, FIRST FLOOR EACH UNIT FIRST FLOOR RESIDENCE 25 SQPT GARAGE 1140 SQPT t GARAGE 562 SQFT, 15'-011/32" 19'-0" 5"o 17 " SECOND FLOOR EACH UNIT SECOND FLOOM!EACH UNIT OFFICE 998 SQPT RESIDENCE 615 SGPT DECK 102 SQFT. TOTAL 1938 SQFT THIRD FLOOR EACH UNIT 11-011 34'-0" 39' 1 In6" RESIDENCE ole, BQPT eo'-I nr," TOTAL-EACH UNIT RESIDENCE 1255 SQPT SITE PLAN ,,yes Electrical Service Information Form g9'C r`RK54�C Public Works Engineering Department(360)417-4700 Please complete and return to Public Works Engineering Department � • • information Permanent service. Name IGS t 1 Name and address of party Street: 1 3 (,fie • �- )6 S 1 responsible for permanent City/ State I ZIP- service billing? Daytime Phone Home Phone Contact — • • above) Site contact: Name Title Daytime Phone Contractor Name Company Daytime Phone Electrician. Name e tG Company- Daytime ompanyDaytime Phone. Excavator- Name Company Daytime Phone Project • - ❑Single-family residence F-]Multi-family residence #of units R Commercial ❑Subdivision, #of lots ❑Overhead service El General service ❑Underground service ❑Other Project Information Street address/lot number- 797 Av e, Nearest cross street: Desired connection date 1-0 &g- J-J,e Electrical transformer transformer serving property is ❑on a pole X on the ground Electrical Load Total square footage ��✓g sq ft. Main disconnect size 2©0 amps Voltage 120/240 1ph Ell 20/208 3ph ❑277/480 3ph ❑l 20/240 3ph 0480 3W 3ph ❑ Other ❑Standard residential loads (Lighting refrigerator dishwasher washer) Check all that apply- El A/C (_ FLA) ElRange/Oven El Hot Tub pp y ❑Clothes Dryer ❑Heating ❑Pumps (_Hp) ❑Water Heater ❑ Elevator(_Hp) ❑Other SupportingDocumentation Please provide a copy of the following *Detailed plot plan ( dwg or dxf format mandatory for subdivisions) *Electrical one-line drawing showing the service entrance panel and location *Connected load data *Size and locked rotor amps of all motors over 50hp 14 �Applicant's Signature Date — — MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360-417-4709 EMAIL. rl arson @cityofpa us EMAIL. banders@cityofpa us WS Information form �: P' 3Ongir fc, Oio� `ar ke,r+r 4 7 ;78 NBA 3 36 / I VEL 1 - /0 / •2010 , f C 23'8 / + C ,' •as ( / 75 5 r 1060 ; i 50 j i 10 } � 2095 i i i 131 .129 925 i F r i d i r i r i + r I { I co I 2 1278 r 'i3z I i I •928 124' ` - 441 _ Clallam County Assessor& Treasurer - Property Details - 64659 MICHAEL R CAUDIL Page 1 of 4 Clallarn County Assessor & Treasurer Property Search Results > 64659 MICHAEL R CAUDILL AND SANDY CAUDILL for Year 2009 2010 Property Account Property ID- 64659 Legal Description. FOGARTY& DOLAN'S ADDITION SP V6P97 LT 1 17A SURVEY V32 P53 Geographic ID 0630095290100000 Agent Code. Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 12 Open Space N DFL N Historic Property- N Remodel Property, N Multi-Family Redevelopment: N Location (� Address: 129 W MOTOR AVE Mapsco ® PORT ANGELES WA 98362 Neighborhood Cycle 5 Res Map ID- Neighborhood CD- 10955130 Owner Name MICHAEL R CAUDILL AND SANDY CAUDILL Owner ID- 193262 Mailing Address 1329 WEST 10TH STREET %Ownership 100 0000000000% PORT ANGELES WA 98363 Exemptions. Taxes and Assessments Due Property Tax Information as o 12/18/2009 V Amount Due if Paid on First Second Half Half Statement Base Base Base Amount Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2009 646592008 ST SCH STATE SCHOOL $17089 $17089 $000 $000 $341 78 $000 rD 2009 646592008 CC-GEN COUNTY $8649 $8648 $000 $000 $172.97 $000 2009 646592008 PORT PORT $12.25 $12.25 $000 $000 $2450 $000 2009 646592008 PORT ANG PORT ANGELES $18970 $18970 $000 $000 $37940 $000 2009 646592008 SD#121 SCHOOL DISTRICT#121 $211 33 $211 34 $000 $000 $422.67 $000 2009 646592008 NTH OLY LIB NORTH OLYMPIC LIBRARY $2513 $2513 $000 $000 $50.26 $0 00 i 2009 646592008 HOSP#2 HOSPITAL#2 $3547 $3547 $000 $000 $7094 $000 2009 646592008 CITY_STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $72.00 $000 2009 646592008 WEED—CONTROL WEED CONTROL $082 $081 $000 $000 $1 63 $000 2009 646592008 TOTAL. $768.08 $768.07 $0.00 $0.00 $153615 $0.00 2008 646592007 ST SCH STATE SCHOOL $7505 $7505 $000 $000 $150 10 $000 2008 646592007 CC-GEN COUNTY $3633 $3630 $000 $000 $72.63 $000 2008 646592007 PORT PORT _ $531 $530 $000 $000 $1061 $000 2008 646592007 PORT ANG PORT ANGELES $78.21 $7819 $000 $000 $15640 $000 2008 646592007 SD#121 SCHOOL DISTRICT#121 $8754 $8754 $000 $000 $17508 $000 2008 646592007 NTH OLY LIB NORTH OLYMPIC LIBRARY _$1055 $1055 $000 $000 $21 10 $000 http.//vpn.clallam.net 8084/propertyaccess/Property.aspx?cid=0&year=2009&prop_ld=6 12/18/2009 &&A R C H ILINDBER)- C T S 319 s.peabody, suite bi port angeles,wa 98362 lk69 360.452.6116/fax 360A52.7064 IMCM-J�m Y" Project: ' Project No. Subject: LAT%V*L. -Y. c Date. Sheet 1 of L,ow P4,t� C,o 4;m P 0 NJ ervT t:)lo 5 ry C. IQYI I e., 11 l�Z_ LINDBER $'UTH A R C H I C T S 319 S.Peabody Suite B. Port Angeles,WA 98362 360.452.6116/fax 360.452.7064 contactAlindarch.com/www.lindarch.com Project: 44UN '!5oW&P Project No. Subject: By- GPOma,, Date /w 2a n�J Sheet of SHEAR WALL SUMMARY W L I H V V/L SW VH-WL/2 POST HOLD DOWN P F' - 0. A 3 I5 1 ' :267 LS 2 5 ) 2o4. 5, 4 ) Z /-31C0 1 ) 0 - )tit T r~e �Ot�M � �.�'a WPM N400> Cow m Ca► 1-4 OW paw vv" ' I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL A. PLYWOOD OR O.S.B. SHEAR WALLS 1 MAXIMUM SHEAR =250 P L.F USE%' SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" OC. FOR FRAMING, USE DF NO.2. PROVIDE%' DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR=315 P LY USE W SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5- O C. FOR FRAMING, USE DF NO.2. PROVIDE%"DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 3 MAXIMUM SHEAR=375 P.L.F USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4' OC. FOR FRAMING, USE 3X DF NO.2. PROVIDE V DIAMETER ANCHOR BOLTS AT 24"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4 MAXIMUM SHEAR=490 P.L.F USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT T O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR=560 P.L.F USE%'SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d'NAILS AT 3" OC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24'O C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 6. MAXIMUM SHEAR=685 P.L.F USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 21/2"O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8"DIAMETER ANCHOR BOLTS AT 20"O.0 MAXIMUM'SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7 MAXIMUM SHEAR=770 P.L.F USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"0 C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 18' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. i 8. MAXIMUM SHEAR=870 P.L.F USE W SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2"O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 20"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL,SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR=980 P LY USE%' SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3' 0 C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES*WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10 MAXIMUM SHEAR= 1,200 P LY USE%' SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3"O C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL,SEE FRAMING/SHEAR WALL PLANS. 11 MAXIMUM SHEAR= 1,540 P.L.F USE%"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4 DIAMETER ANCHOR BOLTS AT 11"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 12. MAXIMUM SHEAR= 1 740 P LY USE 5/8"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4"DIAMETER ANCHOR BOLTS AT 9"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. PLYWOOD OR O.S$. SHEAR WALLS S. USE IR'8 UTM CHO M.P. GP WALL NAIL ALL MGM WI1H IOd NA4.6 �ALL TN66FEA�AT IM lDdl SHA'L OE 8AClW WW Mt4lM G= S AT Y OG FOR U8E U DF NO2 DOODLE DOITOM PLAIN ARE ACC'OMM TO MOM WALL 8Ca�11.E J'NOMNAL ELOGICNCa CONEGTIOFN REamm,DOLT TI 1 W N PLATES,UM ANCHOR MOLTS, PROVIDE OE1aE@I ROOF 11lATNO A!D W4LL aFlr4TN0 MOM 1!'PER W4LL W Uy bW DLAI E ER ANCHOR DOLTS,AT 24'Oa M41A'AJ1 SPAC M AT THE OUT"AND LOAN W4LL SWAT"!WALL DE EUCH TNA?REaMM � FOINDATM FOR TE DOM AT EACH END OF THE WALL, EDGE NALMD MR SCWM E W OOMMOM Tl4WWW ELOCKM AND NO OEM WALL 8EE fRAhOaJS1EAR F'LANB WLL MAIM I 7W TE WMS AIDE ATREQNW ON W949t FRWRR 1 Or-AljOM U NWJ a IL MAkMM SHEAR UMO PIP. THE T8?DOONS SHALL DE AS CAUM FOR ON PLAN AND AS PER USE W SFEATNG WW MM OP WALL. NAIL ALLEDGES,ORM IOd WADS MA U 4CTI Oft RECOhF!'NDATIONS AT V O,C,&TAGGEIED. F0RFRMMU6E3XCFN0l DO NLE DOMM PLATES,ARE IEMMED.DOLT THROWN DOTH RATES WITH ANCHOR DOLTSPROVVE � MS AT THE FFO1W►D;•PWMM ANCHOR A1 R NBCA AT 00 OF THEWALL,WA L, Fiy 0 U EEE FiA4*4WSHEAR PLANA F5 o �� , WALL T3 OWLL w SWEAR WALL o 0 0 SWEAR WALL x V NII"EER 6 40� NIJ'EER 6 a WALL'A' a o o WALL'A' ME0 ` SHEAR WALL NO SHEAR WALL NII'EER b �� \011 MAWy�,s � 4, a � � t UPPER FLOOR 6HEAR WALL PLAN LOUDER FLOOR SHEAR WALL PLAN 8"E+Y4' 1'-O' SCALE.V4' F-O' Ac 0 V I F- 0 0 0 'vd UPPER ROOF FRAMINC-z LOUDER ROOF FRAMING FLOOR FRAMING BO"V4 1'-01 WA F-V4- P-o- ea, Roof Beam[2000 International Buildinq Code(97 NDS)1 Ver-6.00 7 Bv- Charles Smith Lindberg&Smith on. 01 14-2009 3:35 46 PM Project:ACE SHOP Location. ROOF 1 Summary- (2) 1.5 IN x 5.5 IN x 3.5 FT /#2 Douqlas Fir-Larch (North) Dry Use Section Adequate By- 346 0% Controlling Factor Area/Depth Required 2.46 In Deflections. Dead Load: DLD= 000 IN Live Load: LLD= 001 IN =L/6624 Total Load. TLD= 001 IN =L/3979 Reactions(Each End) Live Load: LL-Rxn= 219 LB Dead Load: DL-Rxn= 145 LB Total Load- TL-Rxn= 364 LB Bearing Length Required (Beam only support capacity not checked) BL= 019 IN Beam Data: Span. L= 3.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria. L/ 240 Total Load Deflect. Criteria. L/ 180 Roof Loadinq: Roof Live Load-Side One LL1= 25.0 PSF Roof Dead Load-Side One. DL1= 15.0 PSF Tributary Width-Side One: TW1= 10 FT Roof Live Load-Side Two LL2= 250 PSF Roof Dead Load-Side Two DL2= 15.0 PSF Tributary Width-Side Two TW2= 40 FT Roof Duration Factor Cd= 1 15 Beam Self Weiqht: BSW= 4 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladl= 35 FT Beam Uniform Live Load: wL= 125 PLF Beam Uniform Dead Load: wD_adl= 83 PLF Total Uniform Load WT= 208 PLF Properties For#2 Douqlas Fir-Larch (North) Bendinq Stress. Fb= 850 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity E= 1600000 PSI Stress Perpendicular to Grain. Fc_perp= 625 PSI Adjusted Properties Fb'(Tension) Fb'= 1267 PSI Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 109 PSI Adjustment Factors: Cd=1 15 Design Requirements. Controllinq Moment: M= 319 FT-LB 1 75 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear V= 269 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Sreq= 302 IN3 S= 1513 IN3 Area(Shear) Areq= 370 IN2 A= 16.50 IN2 Moment of Inertia(Deflection) Ireq= 1.88 IN4 1= 41 59 IN4 Roof Beam[2000 International Buildinq Code(97 NDS)1 Ver 6 00 7 By- Charles Smith Lindberg&Smith on.01 14-2009 3.36:21 PM Project:ACE SHOP Location. ROOF 2 Summary- (2) 1.5 IN x 5.5 IN x 3.5 FT /#2 Douqlas Fir-Larch(North) Dry Use Section Adequate By- 114.5% Controlling Factor Area/Depth Required 3.54 In Deflections: Dead Load: DLD= 001 IN Live Load: LLD= 001 IN= L/3154 Total Load: TLD= 002 IN=U1914 Reactions(Each End) Live Load. LL-Rxn= 459 LB Dead Load DL-Rxn= 298 LB Total Load: TL-Rxn= 757 LB Bearing Length Required (Beam only support capacity not checked) BL= 040 IN Beam Data. Span L= 3.5 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria. L/ 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 250 PSF Roof Dead Load-Side One DLI= 150 PSF Tributary Width-Side One TW1= 10 FT Roof Live Load-Side Two LL2= 250 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two: TW2= 9.5 FT Roof Duration Factor- Cd= 1 15 Beam Self Weiqht: BSW= 4 PLF Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth. Ladj= 3.5 FT Beam Uniform Live Load: wL= 263 PLF Beam Uniform Dead Load: wD_adj= 170 PLF Total Uniform Load: WT= 433 PLF Properties For#2 Douqlas Fir-Larch (North) Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension) Fb'= 1267 PSI Adjustment Factors. Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 109 PSI Adjustment Factors. Cd=1 15 Design Requirements: Controllinq Moment: M= 662 FT-LB 1 75 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear- V= 560 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 6.27 IN3 S= 1513 IN3 Area(Shear) Areq= 769 IN2 A= 16.50 IN2 Moment of Inertia(Deflection) Ireq= 3.91 IN4 1= 41.59 IN4 Roof Beam[2000 International Buildinq Code(97 NDS)I Ver- 6 00 7 By- Charles Smith Lindberg&Smith on.01 14-2009 3 36:51 PM Prosect:ACE SHOP Location: ROOF 3 Summary- (2) 1.5 IN x 5.5 IN x 4 0 FT /#2 Douqlas Fir-Larch (North) Dry Use Section Adequate By- 78 1% Controlling Factor-Area/Depth Required 4 05 In Deflections. Dead Load: DLD= 001 IN Live Load LLD= 002 IN= U2113 Total Load. TLD= 004 IN = L/1282 Reactions(Each End) Live Load LL-Rxn= 525 LB Dead Load DL-Rxn= 340 LB Total Load. TL-Rxn= 865 LB Bearing Length Required (Beam only support capacity not checked) BL= 046 IN Beam Data. Span. L= 40 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof- RP= 4 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One. LL1= 250 PSF Roof Dead Load-Side One: DL1= 150 PSF Tributary Width-Side One: TW1= 1 0 FT Roof Live Load-Side Two LL2= 250 PSF Roof Dead Load-Side Two DL2= 150 PSF Tributary Width-Side Two- TW2= 9.5 FT Roof Duration Factor Cd= 1 15 Beam Self Weiqht: BSW= 4 PLF Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth. Ladj= 40 FT Beam Uniform Live Load: wL= 263 PLF Beam Uniform Dead Load: wD_adj= 170 PLF Total Uniform Load: wT= 433 PLF Properties For-#2 Douqlas Fir-Larch (North) Bendinq Stress: Fb= 850 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain. Fc_perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1267 PSI Adjustment Factors. Cd=1 15 C1=1 00 Cf=1 30 Fv' Fv'= 109 PSI Adjustment Factors. Cd=1 15 Design Requirements. Controllinq Moment: M= 865 FT-LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear- V= 675 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 819 IN3 S= 1513 IN3 Area(Shear) Areq= 9.26 IN2 A= 1650 IN2 Moment of Inertia(Deflection) Ireq= 584 IN4 1= 41.59 IN4 Combination Roof and Floor Beamf 2000 International Building Code (97 NDS)]Ver, 6 00 7 By Charles Smith Lindberg&Smith on:01 14-2009 3 38.29 PM Prosect:ACE SHOP Location FLOOR 1 Summary- (2) 1.5 IN x 5.5 IN x 2.0 FT /#2 Douglas Fir-Larch(North) Dry Use Section Adequate By- 223 3% Controlling Factor-Area/Depth Required 2.51 In Deflections Dead Load. DLD= 000 IN Live Load: LLD= 000 IN = L/13345 Total Load: TLD= 000 IN=L/6685 Reactions(Each End) Live Load: LL-Rxn= 333 LB Dead Load DL-Rxn= 331 LB Total Load: TL-Rxn= 664 LB Bearing Length Required (Beam only support capacity not checked) BL= 0.35 IN Beam Data: Span L= 2.0 FT Maximum Unbraced Span Lu= 1.67 FT Live Load Deflect. Criteria. L/ 360 Total Load Deflect. Criteria. L/ 240 Roof Loading: Roof Live Load-Side One: RLL1= 250 PSF Roof Dead Load-Side One. RDL1= 150 PSF Roof Tributary Width-Side One: RTW1= 10 FT Roof Live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two- RDL2= 150 PSF Roof Tributary Width-Side Two. RTW2= 9.5 FT Roof Duration Factor- Cd-roof= 1 15 Floor Loading Floor Live Load-Side One. FLL1= 400 PSF Floor Dead Load-Side One: FDL1= 150 PSF Floor Tributary Width-Side One. FTW1= 1 75 FT Floor Live Load-Side Two FLL2= 400 PSF Floor Dead Load-Side Two FDL2= 150 PSF Floor Tributary Width-Side Two- FTW2= 00 FT Floor Duration Factor Cd-floor= 1 00 Wall Load: WALL= 135 PLF Beam Loads Roof Uniform Live Load. wL-roof= 263 PLF Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= 166 PLF Floor Uniform Live Load- wL-floor= 70 PLF Floor Uniform Dead Load- wD-floor= 26 PLF Beam Self Weight: BSW= 4 PLF Combined Uniform Live Load: wL= 333 PLF Combined Uniform Dead Load: wD= 331 PLF Combined Uniform Total Load. WT= 664 PLF Controlling Total Design Load wT-cont= 664 PLF Properties For-#2 Douglas Fir-Larch(North) Bending Stress. Fb= 850 PSI Shear Stress Fv= 95 PSI Modulus of Elasticity E= 1600000 PSI Stress Perpendicular to Grain. Fc_perp= 625 PSI Adjusted Properties Fb'(Tension) Fb'= 1268 PSI Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 109 PSI Adjustment Factors. Cd=1 15 Design Requirements. Controlling Moment: M= 332 FT-LB 1 0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 372 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Sreq= 314 IN3 S= 1513 IN3 Area(Shear) Areq= 510 IN2 A= 16.50 IN2 Moment of Inertia (Deflection) Ireq= 149 IN4 1= 41.59 IN4 Combination Roof and Floor Beam(2000 International Building Code(97 NDS)]Ver-6 00.7 By- Charles Smith Lindberg&Smith on: 01 14-2009 3.43.48 PM Proiect:ACE SHOP Location- FLOOR 2 Summary- (2) 1.5 IN x 5 5 IN x 2.5 FT /#2 Douglas Fir-Larch(North) Dry Use Section Adequate By- 131 9% Controlling Factor-Area/Depth Required 3 1 In Deflections: Dead Load: DLD= 000 IN Live Load- LLD= 000 IN = U6140 Total Load TLD= 001 IN = L/3507 Reactions(Each End) Live Load. LL-Rxn= 463 LB Dead Load. DL-Rxn= 347 LB Total Load TL-Rxn= 810 LB Bearing Length Required(Beam only support capacity not checked) BL= 043 IN Beam Data: Span. L= 2.5 FT Maximum Unbraced Span: Lu= 1.67 FT Live Load Deflect. Criteria. U 360 Total Load Deflect. Criteria. L/ 240 Roof Loading: Roof Live Load-Side One. RLL1= 250 PSF Roof Dead Load-Side One RDL1= 150 PSF Roof Tributary Width-Side One: RTW1= 00 FT Roof Live Load-Side Two. RLL2= 250 PSF Roof Dead Load-Side Two. RDL2= 150 PSF Roof Tributary Width-Side Two RTW2= 00 FT Roof Duration Factor- Cd-roof= 1 15 Floor Loading: Floor Live Load-Side One: FLL1= 400 PSF Floor Dead Load-Side One. FDL1= 150 PSF Floor Tributary Width-Side One. FTW1= 1 75 FT Floor Live Load-Side Two FLL2= 400 PSF Floor Dead Load-Side Two FDL2= 150 PSF Floor Tributary Width-Side Two FTW2= 75 FT Floor Duration Factor Cd-floor= 1 00 Wall Load WALL= 135 PLF Beam Loads. Roof Uniform Live Load: wL-roof= 0 PLF Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= 0 PLF Floor Uniform Live Load wL-floor= 370 PLF Floor Uniform Dead Load wD-floor= 139 PLF Beam Self Weight: BSW= 4 PLF Combined Uniform Live Load: wL= 370 PLF Combined Uniform Dead Load: wD= 278 PLF Combined Uniform Total Load: WT= 648 PLF Controlling Total Design Load: wT-cont= 648 PLF Properties For#2 Douglas Fir-Larch (North) Bending Stress. Fb= 850 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain Fc_perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1268 PSI Adjustment Factors Cd=1 15 CI=1 00 Cf=1.30 Fv' Fv'= 109 PSI Adiustment Factors: Cd=1 15 Design Requirements. Controlling Moment: M= 506 FT-LB 1.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 518 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Sreq= 479 IN3 S= 15.13 IN3 Area (Shear) Areq= 711 IN2 A= 16.50 IN2 Moment of Inertia (Deflection) Ireq= 2.85 IN4 1= 41.59 IN4 Combination Roof and Floor Beam[2000 International Buildinq Code(97 NDS)]Ver. 6 00 7 By- Charles Smith Lindberg&Smith on: 01 14-2009 3 44 39 PM Prosect:ACE SHOP Location FLOOR 3 Summary- 3 5 IN x 7.25 IN x 4 0 FT /#2 Douqlas Fir-Larch (North) Dry Use Section Adequate By- 20 9% Controlling Factor Area/Depth Required 6 0 In Deflections. Dead Load: DLD= 001 IN Live Load: LLD= 002 IN=L/2307 Total Load. TLD= 004 IN=L/1357 Reactions (Each End) Live Load: LL-Rxn= 1285 LB Dead Load: DL-Rxn= 899 LB Total Load* TL-Rxn= 2184 LB Bearing Length Required (Beam only support capacity not checked) BL= 1 00 IN Beam Data: Span. L= 40 FT Maximum Unbraced Span: Lu= 1 67 FT Live Load Deflect. Criteria. L/ 360 Total Load Deflect. Criteria. L/ 240 Roof Loadinq Roof Live Load-Side One. RLL1= 250 PSF Roof Dead Load-Side One. RDL1= 150 PSF Roof Tributary Width-Side One RTW1= 10 FT Roof Live Load-Side Two RLL2= 250 PSF Roof Dead Load-Side Two- RDL2= 150 PSF Roof Tributary Width-Side Two RTW2= 95 FT Roof Duration Factor Cd-roof= 1 15 Floor Loadinq Floor Live Load-Side One. FLL1= 400 PSF Floor Dead Load-Side One FDL1= 150 PSF Floor Tributary Width-Side One* FTW1= 9.5 FT Floor Live Load-Side Two FLL2= 400 PSF Floor Dead Load-Side Two FDL2= 15.0 PSF Floor Tributary Width-Side Two FTW2= 0.0 FT Floor Duration Factor- Cd-floor= 1 00 Wall Load WALL= 135 PLF Beam Loads. Roof Uniform Live Load wL-roof= 263 PLF Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= 166 PLF Floor Uniform Live Load: wL-floor= 380 PLF Floor Uniform Dead Load. wD-floor= 143 PLF Beam Self Weiqht: BSW= 6 PLF Combined Uniform Live Load: wL= 643 PLF Combined Uniform Dead Load: wD= 450 PLF Combined Uniform Total Load WT= 1092 PLF Controllinq Total Desiqn Load. wT-cont= 1092 PLF Properties For#2 Douqlas Fir-Larch(North) Bendinq Stress. Fb= 850 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb (Tension) Fb'= 1268 PSI Adjustment Factors. Cd=1 15 CI=1 00 Cf=1 30 Fv' Fv'= 109 PSI Adjustment Factors. Cd=1 15 Design Requirements. Controllinq Moment: M= 2184 FT-LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear V= 1529 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 2068 IN3 S= 3066 IN3 Area(Shear) Areq= 2099 IN2 A= 2538 IN2 Moment of Inertia(Deflection) Ireq= 1966 IN4 1= 111 15 IN4 Combination Roof and Floor Beam[2000 International Building Code(97 NDS)]Ver. 6.00.7 By- Charles Smith Lindberg&Smith on 01 14-2009 3:4605 PM Project:ACE SHOP Location: FLOOR 4 Summary- 2.625 IN x 11 875 IN x 10 0 FT /Versa-Lam 2800 Fb DF Boise Cascade Section Adequate By- 160 9% Controlling Factor- Section Modulus/Depth Required 7 46 In Deflections: Dead Load: DLD= 007 IN Live Load: LLD= 005 IN= L/2368 Total Load: TLD= 012 IN=L/968 Reactions(Each End) Live Load: LL-Rxn= 825 LB Dead Load- DL-Rxn= 1194 LB Total Load: TL-Rxn= 2019 LB Bearing Length Required(Beam only support capacity not checked) BL= 0.85 IN Beam Data. Span. L= 100 FT Maximum Unbraced Span. Lu= 100 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria. L/ 240 Roof Loading- Roof Live Load-Side One. RLL1= 250 PSF Roof Dead Load-Side One. RDL1= 150 PSF Roof Tributary Width-Side One. RTW1= 1 0 FT Roof Live Load-Side Two: RLL2= 25-0 PSF Roof Dead Load-Side Two RDL2= 150 PSF Roof Tributary Width-Side Two. RTW2= 40 FT Roof Duration Factor- Cd-roof= 1 15 Floor Loading: Floor Live Load-Side One. FLL1= 400 PSF Floor Dead Load-Side One, FDL1= 150 PSF Floor Tributary Width-Side One- FTW1= 1 0 FT Floor Live Load-Side Two, FLL2= 400 PSF Floor Dead Load-Side Two- FDL2= 150 PSF Floor Tributary Width-Side Two- FTW2= 0.0 FT Floor Duration Factor Cd-floor= 1 00 Wall Load- WALL= 135 PLF Beam Loads- Roof Uniform Live Load: wL-roof= 125 PLF Roof Uniform Dead Load(Adjusted for roof pitch) wD-roof= 79 PLF Floor Uniform Live Load: wL-floor= 40 PLF Floor Uniform Dead Load wD-floor= 15 PLF Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load- wL= 165 PLF Combined Uniform Dead Load wD= 239 PLF Combined Uniform Total Load WT= 404 PLF Controlling Total Design Load wT-cont= 404 PLF Properties For Versa-Lam 2800 Fb DF Boise Cascade Bending Stress. Fb= 2800 PSI Shear Stress. Fv= 285 PSI Modulus of Elasticity- E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension) Fb'= 2561 PSI Adjustment Factors. Cd=1 15 C1=0 79 Cf=1 00 Fv' Fv'= 328 PSI Adjustment Factors. Cd=1 15 Design Requirements: Controlling Moment: M= 5047 FT-LB 5 0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear- V= 1656 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus(Moment) Sreq= 23.65 IN3 S= 6169 IN3 Area(Shear) Areq= 7.58 IN2 A= 3117 IN2 Moment of Inertia(Deflection) Ireq= 9084 IN4 1= 366.31 IN4 Combination Roof and Floor Beam(2000 International Building Code(97 NDS)]Ver 6 00 7 By- Charles Smith Lindberg&Smith on 01 14-2009 3.48 12 PM Prosect:ACE SHOP Location: FLOOR 5 Summary- (2) 1 75 IN x 11.875 IN x 12.5 FT /Versa-Lam 2800 Fb DF Boise Cascade Section Adequate By- 153 8% Controlling Factor- Section Modulus/Depth Required 8.5 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections. Dead Load: DLD= 014 IN Live Load: LLD= 009 IN= L/1617 Total Load: TLD= 0.23 IN=U655 Reactions(Each End) Live Load: LL-Rxn= 1031 LB Dead Load DL-Rxn= 1513 LB Total Load: TL-Rxn= 2544 LB Bearing Length Required (Beam only support capacity not checked) BL= 081 IN Beam Data. Span: L= 12.5 FT Maximum Unbraced Span: Lu= 12.5 FT Live Load Deflect. Criteria. U 360 Total Load Deflect. Criteria: U 240 Roof Loading Roof Live Load-Side One: RLL1= 250 PSF Roof Dead Load-Side One. RDL1= 150 PSF Roof Tributary Width-Side One: RTW1= 1 0 FT Roof Live Load-Side Two RLL2= 250 PSF Roof Dead Load-Side Two RDL2= 150 PSF Roof Tributary Width-Side Two RTW2= 40 FT Roof Duration Factor- Cd-roof= 1 15 Floor Loading- Floor Live Load-Side One- FLL1= 400 PSF Floor Dead Load-Side One. FDL1= 15.0 PSF Floor Tributary Width-Side One: FTW1= 1.0 FT Floor Live Load-Side Two- FLL2= 40.0 PSF Floor Dead Load-Side Two FDL2= 15.0 PSF Floor Tributary Width-Side Two- FTW2= 00 FT Floor Duration Factor- Cd-floor= 1 00 Wall Load: WALL= 135 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 125 PLF Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= 79 PLF Floor Uniform Live Load wL-floor= 40 PLF Floor Uniform Dead Load wD-floor= 15 PLF Beam Self Weight: BSW= 13 PLF Combined Uniform Live Load: wL= 165 PLF Combined Uniform Dead Load: wD= 242 PLF Combined Uniform Total Load: WT= 407 PLF Controlling Total Design Load: wT-cont= 407 PLF Properties For Versa-Lam 2800 Fb DF Boise Cascade Bending Stress. Fb= 2800 PSI Shear Stress. Fv= 285 PSI Modulus of Elasticity- E= 2000000 PSI Stress Perpendicular to Grain. Fc_perp= 900 PSI Adjusted Properties Fb'(Tension) Fb'= 2943 PSI Adjustment Factors: Cd=1 15 CI=O 91 Cf=1 00 Fv' Fv'= 328 PSI Adiustment Factors. Cd=1 15 Design Requirements. Controlling Moment: M= 7950 FT-LB 6.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 2188 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment) Sreq= 32.42 IN3 S= 82.26 IN3 Area (Shear) Areq= 1001 IN2 A= 41.56 IN2 Moment of Inertia(Deflection) Ireq= 178.85 IN4 1= 488.41 IN4 Columnf 2000 International Building Code(97 NDS)1 Ver 6 00 7 Bv• Charles Smith Lindberg&Smith on: 01 14-2009 3 52:29 PM Project:ACE SHOP Location LOWER STUDS Summary- 1.5 IN x 5.5 IN x 10 FT(aD-24 O C /Select Structural Douglas Fir-Larch (North) Dry Use Section Adequate By- 62.9% Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead Vert-DL-Rxn= 23 LB Total: Vert-TL-Rxn= 23 LB Horizontal Reactions. Total Reaction at Top of Column. TL-Rxn-Top= 218 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 218 LB Horizontal Deflection. Deflection due to lateral loads only, Defl= 0.25 IN = L/484 Axial Loads: Live Loads PL= 0 PLF Dead Loads. PD= 0 PLF Column Self Weight: CSW= 11 PLF Total Loads: PT= 11 PLF Eccentricity(X-X Axis) ex= 000 IN Eccentricity(Y Y Axis) ev= 000 IN Axial Duration Factor Cd-Axial= 1 00 Lateral Loads: (Wind/Seismic) Loads applied to (Dy Face) Uniform Lateral Load. wL-lat= 22 PSF Lateral•Duration Factor- Cd-lat= 1 33 Column Data. Length. L= 100 FT Maximum Unbraced Length (X X Axis) Lx= 10.0 FT Maximum Unbraced Length (Y Y Axis) Lv= 00 FT Column End Condition Ke= 10 Calculated Properties: Column Section (X X Axis) dx= 550 IN Column Section(Y Y Axis) dy= 1 50 IN Area: A= 8.25 IN2 Section Modulus(X X Axis) Sx= 756 IN3 Section Modulus(Y Y Axis) Sy= 2.06 IN3 Slenderness Ratio Lex/dx= 21.82 Ley/dy= 00 Properties For Select Structural-Douglas Fir-Larch (North) Compressive Stress. Fc= 1900 PSI Modulus of Elasticity- E= 1900000 PSI Bending Stress(X X Axis) Fbx= 1350 PSI Bending Stress(Y Y Axis) Fby= 1350 PSI Adjusted Properties Fbx' Fbx'= 2334 PSI Adjustment Factors. Cd=1.33 Cf=1.30 CI=1 00 Fby' Fby'= 2684 PSI Adjustment Factors. Cd=1.33 Cf=1 30 Cfu=1 15 CI=1 00 Fc' Fc'= 1065 PSI Adjustment Factors. Cd=1 33 Cf=1 10 Cp=0.38 Column Calculations(Controlling Case Only) Controlling Load Case:Axial Dead Load and Lateral loads(D+W or E) Compressive Stress. fc= 3 PSI Allowable Compressive Stress. Fc'= 1065 PSI Eccentricity Moment(X X Axis) Mx-ex= 0 FT-LB Eccentricitv Moment(Y Y Axis) My-ev= 0 FT-LB Moment Due to Lateral Loads (X X Axis) Mx= 545 FT-LB Bending Stress Lateral Loads Only(X X Axis) fbx= 864 PSI Allowable Bending Stress (X X Axis) Fbx'= 2334 PSI Bending Stress Lateral Loads Only(Y Y Axis) fbv= 0 PSI Allowable Bending Stress (Y Y Axis) Fbv'= 2684 PSI Combined Stress Factor, CSF= 037 Floor Joistf 2000 International Buildinq Code(97 NDS)1 Ver-6 00 7 By Charles Smith Lindberg&Smith on. 01 15-2009 12.18:55 AM Project:ACE SHOP Location: FLOOR JOISTS Summary• TJI 360/16 Trus Joist-MacMillan x 18 0 FT (a) 16 O C Section Adequate By 90 3% Controllinq Factor-Allowable end reaction *I-joists were desiqned for simple spans usinq the joist manufacturers published values. If the desiqn does not match the actual joist loadinq or span conditions in any way contact the joist manufacturer for design verification. Joist Span Deflections. Dead Load DLD-Center= 007 IN Live Load. LLD-Center= 018 IN = L/1196 Total Load: TLD=Center= 0.25 IN= L/870 Joist Span Left End Reactions (Support A) Live Load: LL-Rxn-A= 480 LB Dead Load- DL-Rxn-A= 180 LB Total Load TL-Rxn-A= 660 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL-A= 1 75 IN Joist Span Riqht End Reactions(Support B) Live Load LL-Rxn-B= 480 LB Dead Load DL-Rxn-B= 180 LB Total Load TL-Rxn-B= 660 LB Bearing Length Required (Beam only support capacity not checked) BL-B= 1 75 IN Joist Data. Joist Span Lenqth L2= 180 FT Floor sheathinq applied to top of joists-top of joists fully braced Live Load Duration Factor- Cd= 1 00 Live Load Deflect. Criteria. L/ 480 Total Load Deflect. Criteria: L/ 360 Joist Span Loadinq. Uniform Floor Loading: Live Load- LL 2= 400 PSF Dead Load: DL 2= 150 PSF Total Load: TL 2= 550 PSF Total Load Adjusted for Joist Spacinq wT-2= 73 PLF Properties For-TJI 360/16-Trus Joist-MacMillan Depth: D= 16 IN Moment Capacity* Mcap= 8405 FT-LB Shear Capacity- Vcap= 2190 LB EI El= 830000000 LB-IN2 End Reaction Capacity Rcap= 1080 LB Comparisons With Required Sections. Controllinq Moment: M= 2970 FT-LB Adjusted Moment Capacity- Mcap-adj= 8405 FT-LB Controllinq Shear- V= 568 LB Adjusted Shear Capacity- Vcap-adi= 2190 LB EI Required: EI-req= 343494000 LB-IN2 EI El= 830000000 LB-IN2 Maximum End Reaction Rmax= 660 LB Adjusted Reaction Capacity- Rcap-adj= 1080 LB Application Number 08 00001027 Date 8/21/08 Application pin number 519450 Property Address 125 MOTOR AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 9010 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc new condo Owner Contractor CAUDILL MICHAEL R JEDI ELECTRIC 1329 W 10TH 331 FORS RD PORT ANGELES PORT ANGELES WA 98362 PORT ANGELES WA 98363 (3'60) 460 0556 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 132571 Permit Fee 91 00 Plan Check Fee 00 Issue Date 8/21/08 Valuation 0 Expiration Date 2/17/09 Qty Unit Charge Per Extension 1 00 69 0000 ECH EL R SQFT FIRST 1300 69 00 1 00 22 0000 5C EL-R SQFT ADDITIONAL 500 22 00 Other Fees RES OVERHEAD SERVICE FEE 410 00 Fee summary Charged Paid Credited Due Permit Fee Total 91 00 91 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 410 00 410 00 00 00 Grand Total 501 00 501 00 00 00 SPECTIoN ELECTRICAL TYPE DATE RESULTS INSPECTOR DITCH SERVICE Z`? ROUGH - IN �o FINAL �z o OPP COMMENTS :