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HomeMy WebLinkAbout435 W 3rd St - BuildingDAM. PERMIT gZg64 EgT OWNER/CONTRACTOR ADDRESS '1 L,1 3 ELECTRICAL INSPECTION WIRING REPORT 417 -4735 INSPECTOR APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED Ct.Q', K.T LI GN r i &J T iZ Y To Bic_ Nic bl(o I4S-e►2.klrt L Nirc MO 16 LAN! t) GFc J I t-1 ?ARA LLF C. e-sv14 rye 2 agr. S LI ?H-_ ,y�� .A*t V t w. STA Co✓4 ?L -Ar z-, aL ✓on i NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Remodel house 320 amp service Owner BENNETT KENNETH L /MARYM 435 W 3RD ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 138040 91 00 11/20/08 6/07/09 Charged 91 00 00 91 00 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 08 00001453 694453 435 W 3RD ST 06 30 00 0 0 5050 0000 ELECTRICAL ONLY PUBLIC BUILDINGS PARKS 0 Contractor ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 ELECTRICAL NEW RESIDENTIAL 91 00 00 91 00 Plan Check Fee Valuation Qty Unit Charge Per 1 00 91 0000 ECH EL 201 400 SRV FEEDER Paid Credited Due 00 00 00 Yid cgiF T/25/5/e Date 4/10/09 WA 98362 DATE RESULTS 00 00 00 00 0 Extension 91 00 Signature of owner or Electrical Contractor X Date INSPECTOR. arr Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 15kw furnace 4 ton heat pump Owner BENNETT KENNETH L /MARYM 435 W 3RD ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL PERMIT AM) INSPECTION RECORD CITY OF PORT ANGELES 360-417-4735 Qty Unit Charge Per 1 00 35 0000 EC EL LOW VOLTAGE Fee summary Permit Fee Total Plan Check Total Grand Total WA 98362 08 00001496 434872 435 W 3RD ST 06 30 00 0 0 5050 0000 ELECTRICAL ONLY PUBLIC BUILDINGS PARKS 0 Contractor ELECTRICAL ALTER RESIDENTIAL Charged Paid Credited 35 00 35 00 00 00 00 00 35 00 35 00 00 Date 12/08/08 DAVE S HTG COOLING SRVC INC PO BOX 413 PORT ANGELES WA 98362 (360) 452 0939 138594 35 00 Plan Check Fee 00 12/08/08 Valuation 0 6/06/09 Due Extension 35 00 00 00 00 INSPECTION ELECTRICAL TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN FINAL COMMENTS PREPARED 10/26/09 9 32 48 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/09 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 4/07/09 JLL PLUMBING ROUGH IN TIME 01 00 4/07/09 AP April 6 2009 4 28 02 PM 1pangrle KEN 460 7993 ROUGH IN PLUMBING AFTERNOON April 7 2009 4 05 44 PM jlierly PL99 01 10/26/09 PLUMBING FINAL TIME 01 00 October 26 2009 9 31 51 AM 1pangrle KEN 460 7993 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 10/26/09 9 32 48 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/09 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS is complete/j11 BL9 02 10/20/08 JLL BLDG SHEARWALL TIME 01 00 10/20/08 AP October 20 2008 8 13 11 AM 1pangrle KEN 460 7993 SHEARWALL AFTERNOON October 20 2008 3 59 45 PM jlierly gable ends above top plate /j11 BL9 03 4/27/09 JLL BLDG SHEARWALL TIME 01 00 4/28/09 AP April 27 2009 8 31 24 AM 1pangrle KEN 460 7993 SHEARWALL AFTERNOON April 28 2009 8 30 04 AM jlierly BL3 02 4/29/09 JLL BLDG FRAMING 4/30/09 AP April 29 2009 8 29 09 AM pbarthol KEN 460 7993 April 30 2009 8 59 18 AM jlierly BLI 01 5/07/09 JLL BLDG INSULATION TIME 01 00 5/07/09 AP May 6 2009 4 49 07 PM 1pangrle KEN 460 7993 INSULATION AFTERNOON May 7 2009 4 10 42 PM jlierly BLDR 01 7/09/09 JLL BLDG DRYWALL IBWP TIME 01 00 7/09/09 AP July 8 2009 3 54 11 PM 1pangrle KEN 460 7993 IBWP AFTERNOON July 9 2009 4 53 24 PM jlierly BL99 01 10/26/09 JL BLDG FINAL 0I9E 06 00 October 26 26 2009 9 16 23 AM 1pangrle KEN 460 7993 BLDG FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 10/26/09 J MECHANICAL FINAL TIME 01 00 October 26 2009 9 16 52 AM 1pangrle KEN 460 7993 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS CONTINUED ONTO NEXT PAGE PREPARED 7/09/09 10 59 48 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 435 W 3RD ST TENANT NBR KENNETH L BENNETT CONTRACTOR OWNER PARCEL APPL NUMBER REQUESTED TYP /SQ COMPLETED BL9 03 4/27/09 4/28/09 BL3 02 4/29/09 4/30/09 BLI 01 5/07/09 5/07/09 BLDR 01 7/09/09 KENNETH L /MARY M BENNETT 06 30 00 0 0 5050 0000 08 00000861 RES ADDITION INSP DESCRIPTION RESULT RESULTS /COMMENTS JLL AP JLL AP JLL AP INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE (360) 565 1036 AFTERNOON October 20 2008 gable ends above BLDG SHEARWALL April 27 2009 8 KEN 460 7993 SHEARWALL AFTERNOON April 28 2009 8 BLDG FRAMING April 29 2009 8 KEN 460 7993 April 30 2009 8 BLDG INSULATION May 6 2009 4 49 KEN 460 7993 INSULATION AFTERNOON May 7 2009 4 10 42 PM jlierly BLDG DRYWALL IBWP TIME 01 00 July 8 2009 3 54 11 PM 1pangrle KEN 460 7993 IBWP AFTERNOON COMMENTS AND NOTES jlierly top plate/j11 TIME 01 00 31 24 AM 1pangrle 3 59 45 PM 30 29 04 09 AM AM jlierly pbarthol 59 18 AM jlierly TIME 01 00 07 PM 1pangrle PAGE 3 DATE 7/09/09 PREPARED 5/07/09 8 17 30 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/07/09 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS AFTERNOON October 20 2008 3 59 45 PM jlierly gable ends above top plate/j11 BL9 03 4/27/09 JLL BLDG SHEARWALL TIME 01 00 4/28/09 AP April 27 2009 8 31 24 AM 1pangrle KEN 460 7993 SHEARWALL AFTERNOON April 28 2009 8 30 04 AM jlierly BL3 02 4/29/09 JLL BLDG FRAMING 4/30/09 AP April 29 2009 8 29 09 AM pbarthol KEN 460 7993 April 30 2009 8 59 18 AM jlierly BLI 01 5/07/09 L BLDG INSULATION TIME 01 00 May 6 2009 4 49 07 PM 1pangrle KEN 460 7993 INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 4/29/09 8 50 25 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 435 W 3RD ST TENANT NBR KENNETH L BENNETT CONTRACTOR OWNER KENNETH L /MARY M BENNETT PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION REQUESTED TYP /SQ COMPLETED BL9 03 4/27/09 JLL 4/28/09 AP BL3 02 4/29/09 ,LL INSP DESCRIPTION RESULT RESULTS /COMMENTS AFTERNOON October 20 2008 gable ends above BLDG SHEARWALL April 27 2009 8 KEN 460 7993 SHEARWALL AFTERNOON April 28 2009 8 BLDG FRAMING April 29 2009 8 KEN 460 7993 SUBDIV COMMENTS AND NOTES PHONE PHONE (360) 565 1036 3 59 45 PM jlierly top plate/j11 TIME 01 00 31 24 AM 1pangrle 30 04 AM jlierly 29 09 AM pbarthol PAGE 5 DATE 4/29/09 PREPARED 4/27/09 8 33 43 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/27/09 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS AFTERNOON October 20 2008 3 59 45 PM jlierly gable ends above top plate /j11 BL9 03 4/27/09 151:b BLDG SHEARWALL TIME 01 00 April 27 2009 8 31 24 AM 1pangrle KEN 460 7993 SHEARWALL AFTERNOON COMMENTS AND NOTES ®1Il,Q l I PREPARED 4/07/09 8 43 53 CITY OF PORT ANGELES ADDRESS 435 W 3RD ST TENANT NBR KENNETH L BENNETT CONTRACTOR OWNER KENNETH L /MARY M BENNETT PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 4/07/09 INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PLUMBING ROUGH IN TIME 01 00 April 6 2009 4 28 02 PM 1pangrle KEN 460 7993 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES PHONE PHONE (360) 565 1036 PAGE 2 DATE 4/07/09 Dec 03 08 01:26p Daves Heating Cooling l 0E—H% Job wired by Electrical Contractor D Owner clrical contractor name License number LaitrAF re aVei5 Ke6011,_ 1441,65ficcrcliPc, j Pure ser's m ling address o 4ax W 3 City ev- Tele hone number FAX number Pre ses owne name N r' en ,.,r Add of inspection of inspection &)eS-f- 771, City Porgy s Phone number to schedule inspection 4-6„6, ?c Owner as defined by RCW 19.28.261•(1) Owner will occupy the structure for two years after this electrical pernti: is finalized. (2) Owner is required to hire an electrical contractor If above said property is for sale, rent or lease. Aflcr reading the lbovc 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 -463 The City of Port Angeles Municipal Code, and Utility Specifications. X tare of owner, electrical contractor or electrical administrator Date: El ical Load Additions and or subtractions O i LOAD CHANGES Baseboard KW liefurnace ,I KW 4 Heal Pump '1f Ton loo LAR Fan -Wall KW SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360 -417 -4735 Inspection Date Ia y /o8 �l ►�If UGH-1N N Da:c Appri.cd By FINAL 1 oR 3 Stat ZIP DEC 4 2008 Da Approved By N Date R E C E I V EtaCTRICAL WORK PERMITAPPLICATION Expiration Date r of card Overhead Service Temp Service Underground Service THERMOSTAT DITCH Area, Building or Equipment Inspected 1 -(Installation description 0 Commercial t1i1 Residential 0 New /0 IA) vv rrl•.o,�- L4 ire, J) Cash Check Et Credit Card Card Approv d By Approved By 360 452 -0939 p 1 SERVICE Dak. Approved By J FEEDER Date Approved By Altered/Addition Mastercard Voltage Phase 0 1 3 Service Size: Feeder Size: Discover s3.: 5 ervlce Ins t Information Action Taken Electrical Inspector �P I £TA Job wired by City 195' ROUGH-IN !`PP Date Appr ed By FINAL Inspection Date �at App —owed By gl trical Contractor Owner License number Electrical contractor name 76..gerr i .gtile.-E. Purchaser's mailing address 8Z 1217.3 i€A LO-Pt City State ZIP Y Telephone number FAX number 1 14 2 6 1 Premises owner's name r .Uti 7% ,9lr 4/4/ /��y` Address of inspection 95.E 5 x27 �s s' Phone er to sc1917 id pecti, �l3 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- Credit Card lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28 WAC. Chapter 296 -46B The City of Port Angeles Municipal Code, and Card Utility Specifications. /Signature wner, electric 1 c actor or electrical administrator Expiration Date e f card Electrical Load Additions and or subtractions NO LOAD CHANGES Baseboard _KW Furnace ?52 Heat Pump Ton LAR Fan -Wall KW Date SAME DAY INSPECTION. CALL BEFORE. 7.00 AM 360- 417 -4735 I'HERMOSTAT Date Date Date Expires Overhead Service Temp Service Underground Service DITCH Area, Building or Equipment Inspected ELECTRICAL WORK PERMIT APPLICATION \(Installation description Commercial >cResidential New Altered /Addition 2. rs S '32.C7 Cash Check Appr ed By Appr ed By Visa Date Mastercard Discover S,■ Inspection fee e t I Service Information Voltage 2 �O Phased 3 Yd 0 3 AMT 03 Service Size: 7 Feeder Size: aZ 0 e SERVICE Date Approved By FEEDER Appr ed By Action Taken 4, Electrical Inspector Erg PREPARED 10/20/08 8 59 51 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/20/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 JLL BLDG FOUNDATION FOOTING TIME 10 00 8/27/08 AP August 26 2008 2 47 45 PM 1pangrle SY 460 8063 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON August 27 2008 3 53 00 PM jlierly BL2 01 9/02/08 JLL BLDG FOUNDATION STEM WALL TIME 01 00 9/02/08 AP September 2 2008 9 32 57 AM 1pangrle FRED 460 8063 CONCRETE WALL AFTERNOON September 2 2008 4 04 02 PM jlierly BFWP 01 9/05/08 JLL BLDG FOUND WATER PROOF TIME 01 00 9/10/08 AP September 5 2008 8 33 32 AM 1pangrle KEN 460 7993 BASEMENT EXTERIOR FOUNDATION COATING AFTERNOON September 10 2008 3 58 27 PM jlierly BL2 02 9/10/08 JLL BLDG FOUNDATION STEM WALL TIME 10 30 9/10/08 AP September 10 2008 8 23 49 AM 1pangrle KEN 460 8063 WALL INSPECTION' REQUESTED AN INSPECTION BETWEEN 10 30 AM AND NOON THEY PLAN TO POUR THIS AFTERNOON September 10 2008 3 56 26 PM jlierly BLHD 01 9/29/08 PB BLDG FRAMING HOLD DOWNS 9/29/08 AP September 26 2008 3 45 37 PM 1pangrle KEN 460 7993 SEISMIC HOLD DOWNS September 29 2008 4 26 16 PM pbarthol BL9 01 9/29/08 PB BLDG SHEARWALL 9/29/08 AP September 29 2008 4 28 44 PM pbarthol September 29 2008 4 28 52 PM pbarthol 1st floor shearwall ok PW2 01 10/06/08 RV PUBLIC WORKS SEWER CONNECTION 10/06/08 AP October 7 2008 7 10 03 AM rvess October 7 2008 7 10 27 AM rvess BL3 01 10/20/08 BLDG FRAMING TIME 01 00 October 20 2008 8 13 41 AM 1pangrle KEN 460 7993 FRAMING AFTERNOON BL9 02 10/20/08 JLL BLDG SHEARWALL TIME 01 00 October 20 2008 8 13 11 AM 1pangrle KEN 460 7993 SHEARWALL AFTERNOON COMMENTS AND NOTES PREPARED 9/29/08 9 30 52 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/29/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 JLL BLDG FOUNDATION FOOTING TIME 10 00 8/27/08 AP August 26 2008 2 47 45 PM 1pangrle SY 460 8063 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON August 27 2008 3 53 00 PM jlierly BL2 01 9/02/08 JLL BLDG FOUNDATION STEM WALL TIME 01 00 9/02/08 AP September 2 2008 9 32 57 AM 1pangrle FRED 460 8063 CONCRETE WALL AFTERNOON September 2 2008 4 04 02 PM jlierly BFWP 01 9/05/08 JLL BLDG FOUND WATER PROOF TIME 01 00 9/10/08 AP September 5 2008 8 33 32 AM 1pangrle KEN 460 7993 BASEMENT EXTERIOR FOUNDATION COATING AFTERNOON September 10 2008 3 58 27 PM jlierly BL2 02 9/10/08 JLL BLDG FOUNDATION STEM WALL TIME 10 30 9/10/08 AP September 10 2008 8 23 49 AM 1pangrle KEN 460 8063 WALL INSPECTION REQUESTED AN INSPECTION BETWEEN 10 30 AM AND NOON THEY PLAN TO POUR THIS AFTERNOON September 10 2008 3 56 26 PM jlierly BLHD 01 9 29/08 JLL BLDG FRAMING HOLD DOWNS September 26 2008 3 45 37 PM 1pangrle KEN 460 7993 SEISMIC HOLD DOWNS 5$0-ritdir COMMENTS AND NOTES PREPARED 9/10/08 12 42 34 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/10/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 JLL 8/27/08 AP BL2 01 9/02/08 JLL 9/02/08 AP BFWP 01 9/05/08 BL2 02 9/10/08 BLDG FOUNDATION FOOTING TIME 10 00 August 26 2008 2 47 45 PM 1pangrle SY 460 8063 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON August 27 2008 3 53 00 PM jlierly BLDG FOUNDATION STEM WALL TIME 01 00 September 2 2008 9 32 57 AM 1pangrle FRED 460 8063 CONCRETE WALL AFTERNOON September 2 2008 4 04 02 PM jlierly BLDG FOUND WATER PROOF TIME 01 00 September 5 2008 8 33 32 AM 1pangrle KEN 460 7993 BASEMENT EXTERIOR FOUNDATION COATING AFTERNOON BLDG FOUNDATION STEM WALL TIME 10 30 September 10 2008 8 23 49 AM 1pangrle KEN 460 8063 WALL INSPECTION' REQUESTED AN INSPECTION BETWEEN 10 30 AM AND NOON THEY PLAN TO POUR THIS AFTERNOON COMMENTS AND NOTES PREPARED 9/05/08 10 54 30 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/05/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 JLL BLDG FOUNDATION FOOTING TIME 10 00 8/27/08 AP August 26 2008 2 47 45 PM 1pangrle SY 460 8063 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON August 27 2008 3 53 00 PM jlierly BL2 01 9/02/08 JLL BLDG FOUNDATION STEM WALL TIME 01 00 9/02/08 AP September 2 2008 9 32 57 AM 1pangrle FRED 460 8063 CONCRETE WALL AFTERNOON September 2 2008 4 04 02 PM jlierly BFWP 01 9/05/08 J L BLDG FOUND WATER PROOF TIME 01 00 September 5 2008 8 33 32 AM 1pangrle KEN 460 7993 BASEMENT EXTERIOR FOUNDATION COATING AFTERNOON COMMENTS AND NOTES PREPARED 9/02/08 10 53 05 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/02/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 JLL BLDG FOUNDATION FOOTING TIME 10 00 8/27/08 AP August 26 2008 2 47 45 PM 1pangrle SY 460 8063 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON August 27 2008 3 53 00 PM jlierly 08 9/02/ JLL BLDG FOUNDATION STEM WALL TIME 01 00 BL2 01 September 2 2008 9 32 57 AM 1pangrle FRED 460 8063 CONCRETE WALL AFTERNOON COMMENTS AND NOTES PREPARED 8/27/08 8 53 03 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/27/08 ADDRESS 435 W 3RD ST SUBDIV TENANT NBR KENNETH L BENNETT CONTRACTOR PHONE OWNER KENNETH L /MARY M BENNETT PHONE (360) 565 1036 PARCEL 06 30 00 0 0 5050 0000 APPL NUMBER 08 00000861 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/27/08 L BLDG FOUNDATION FOOTING TIME 10 00 August 26 2008 2 47 45 PM 1pangrle LA f SY 460 8063 1 FOOTING MORNING INSPECTION BETWEEN 10 00 AM 12 00 NOON COMMENTS AND NOTES Dgte 7 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 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 1 00 1 00 1 00 1 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 MECHANICAL PERMIT PLUMBING PERMIT T Forms /Building Division /Budding Permit (05/13/08) wpd 08 00000861 371767 435 W 3RD ST 06 30 00 0 0 5050 0000 KENNETH L BENNETT RES ADDITION PUBLIC BUILDINGS PARKS 225780 Application desc ADD SUNROOM MASTER BED BATH PORCH BASEMENT Contractor Date 8/07/08 KENNETH L /MARY M BENNETT OWNER 435 W 3RD ST PORT ANGELES WA 98362 (360) 565 1036 Structure Information 000 000 ADD SUNROOM MASTER BED BATH PORCH B Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc SNRM MSTR BED /BATH BSMNT Permit pin number 130310 Permit Fee 1725 85 Issue Date 8/07/08 Valuation Expiration Date 2/03/09 Plan Check Fee Qty Unit Charge Per BASE FEE 126 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 130336 93 35 Plan Check Fee 8/07/08 Valuation 2/03/09 Unit Charge Per BASE FEE 14 8000 ECH ME INSTALL 100- FAU 7 2500 ECH ME VENT FAN 10 6500 ECH ME OTHER APPL N/R 10 6500 ECH ME -GAS PIPE 1 TO 5 130328 121 00 Plan Check Fee 8/07/08 Valuation 2/03/09 690 34 225780 Extension 1020 25 705 60 00 0 Extension 50 00 14 80 7 25 10 65 10 65 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 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 constr 'on or the peg ance of construction ‘e, Print Name Signature of Contractor or Authorized Agent %Signature of erwner Of owner is builder) ELECTRICAL LIGHT DEPT CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I I BUILDING 417 -4815 I Inc In° BUILDING PERMIT INSPECTION RECORD ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY BACK FLOW WATER AIR SEAL I WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING I MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY I FINAL DATE ACCEPTED BY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING I PLANNING DEPT SEPARATE PERMIT ti's SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT BUILDING I I I I I I I I I Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division /Building Permit (05/13/08). vpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000861 371767 Qty Unit Charge Per BASE FEE 6 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 1 00 15 0000 ECH PL- EA BLDG SEWER 1 00 7 0000 ECH PL- EA WATER HEATER Special Notes and Comments The Fire Department has reviewed the project application and has no comments July 28 2008 12 45 44 PM sroberds The proposal will result in 12% lot coverage in the RS 7 zone The addition will be at least 71 from top of bank so no geological report is needed No land use issues are anticipated When roof gutters and perimeter drains are installed drains will located in dry wells or piped to approved storm drain location No pressurized or pumping to curbs are allowed An inspection by Public Works Engineering is required prior to backfill Charged Paid Credited Page 2 Date 8/07/08 STATE SURCHARGE 4 50 Due 1940 20 1940 20 00 00 690 34 690 34 00 00 4 50 4 50 00 00 2635 04 2635 04 00 00 Extension 50 00 42 00 7 00 15 00 7 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) CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES. CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED I COMMENTS YES I NO I 00 FOUNDATION h ea r w I! ICO'r q -29 O$ c..,, I FOOTINGS 8 -a 0 T ML L, S i S SHEAR WALLS /WALLS I [t�-.� -Og 3�-L I C-( e`C■ L"JAII q e ii FOUNDATION DRAINAGE /DOWNSPOUTS I I I13pp1.o,1 GS�PW i e_X- kr�lnr` Fo+tinr/a 1 On, WATIwig PIERS I I I l S- Oe POST HOLES (POLE BLDGS.) I I I $N Walt �n et-10- or �g PLUMBING I UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) I GAS LINE I BACK FLOW WATER I AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS (SHEAR DOWNS WALL,' 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 F's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING I FIRE I PLANNING DEPT I BUILDING BUILDING PERMIT INSPECTION RECORD 417 -4807 417 -4653 I I I 417 -4750 I 417 -4815 I PO -Ze- qf4 .p' I J W I FINAL DATE ACCEPTED BY. h- arw8 -U. 4 -oq 1c,L- FINAL 1 0-213 CI DATE V W ACCEPTED BY. ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED YES I NO I I I I I I I I The City of Port Angeles Building inspections Dept. Upon reviewing the single family residential plans submitted for permit, the following are some of the items that will need to be taken in to consideration. Foundation Footing The minimum size of a footing hi Seismic zone D2 are as follows. (1 Story 12" W/ 6" min. thick) (2 story 15' W/ 7" nun. thick) (3 story 23" W/ 8" nun thick) (Load bearing value of soil 1,500 (psf). With 2 4 bars horizontal continuous 3 off the bottom of footing The minimum specified compressive strength of concrete in basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather in moderate weathering table 11402.2 of the IRC is 30001bs with a min. of 5% air entrained, but not more that 7% Foundations in seismic categories D2 that exceed 50 -0" in either direction are required to have a continuous footing per section 11403.1.2 including support of an interior braced wall line. Locating and marking the property boundary is required for a footing inspection. Tables in chapter 4 of the IRC. Will be applied for soils that are heavy in moisture (hydraulic) in nature or foundation wall over 5' -0" in height. Verify site conditions and unbalanced back fill at time of application. Foundations Drains are required as per section R 405.1 (see exception for soil classification) 2- Foundation walls. Vertical steel in foundation walls as of July 1 2004 Vertical bar reqd to be #4 bar with a hook and tied to the footing steel in place at 4' -0" 0 C. at footing inspection. One #4 bar horizontal within the top 12 "of the wall. anchor bolt with a 3" x 3" x' /4" steel washer is required at 6' -0 "OC for a 1 story and 4' -0 "OC for a 2 story, along and within 12" of each end the pressure treated sill plate. Crawl space ventilation is required at (1') s.f. of vent per (150') s.f. of area per sec. R408.2.2003 IRC. 6 mill black poly is required in crawl space as a below grade moisture barrier per section 11406.3.2 2003 IRC. Finish grade shall be a 6" slope away from foundation within 10' -0" of the foundation wall measured horizontally as per sec. R406.3 2003 IRC. 3- Framing All connections from a pier to a post and beam are required to have positive connection per code. In addition any connectors/ fasteners in contact with treaded wood are req'd to be hot dipped zinc/galv (See manufacture details.) All floor joist are required to be blocked with 2x material at the beam support. 7/16" OSB sheathing is required to be nailed to pressure treated sill plate and bottom plate or sole plate of wall. (or other approved hold down's). Attic ventilation is required at (1') s.f. of vent per (150') s.f. Of area with an allowable 50% of ventilation can be located in the upper portion of the ridge if applicable per 2003 IRC. Truss design and calculations are required upon submitting an application, lateral connections are required to end walls where truss rafters are perpendicular to end walls. A truss /rafter tie shall be required to prevent uplift per code. 4- Braced Wall Lin es. In Seismic category D2 exterior and interior braced wall lines cannot exceed 25' -0" Wall bracing must start within 8' -0" of a transverse wall or a designed collector Standard wall bracing methods are required as per section R602.10.3 of the 2003 IRC. If the wall bracing methods cannot be met, then refer to "Alternate Braced wall panel" Section 602.10.6 of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL" design. Section R602.10.9 for interior braced wall line support for 1 and 2 story buildings require a continuous footing supporting a braced wall line, interior and exterior not to exceed 50' -0 "intervals. fll 5- Egress. Rooms used for sleeping are required to have one window with 5.7'S.F of openable space and a sill height of not more the 44" above finished floor for emergency escape per 2003 IRC. 6- Energy and Air Quality Insulation, Heating, Air conditioning, Lighting, Windows and Appliances to meet 2003 WSEC VIAQ New single family structures are required to have a whole house exhaust fan with a 24hr timer per table 3 -1, 3 -2, 3 -3 of the 2003 VIAQ Mechanical fresh air intake (FAI) is required to have a 24 hr timer or windows in all bedrooms and living, dining area may have intake ports for fresh air per 2003 VIAQ if zone heat is applicable. 7 Dry Wall. (Gypsum wall board) 5/8" type "X" sheets rock is required in the accessible usable space under stairs and on ceiling of a garage only if a habitable area is located above the garage. The rating of the sheet rock nail pattern must be visible to the inspector Nail pattern for all sheet rock 1/2" and 5/8" to be 8" on center and 12" OC if drywall screws are used. Per table 702.3.5 of the 2003 IRC. Interior braced wall panels are to be inspected prior to tape, bed and texture. Moisture resistant wallboard is required around w /c. A cementuous backer board is required for tiled areas at tub and showers. Vapor barrier is required. A perm rated paint may be substituted for a poly vapor barrier on the warm in winter side. 8- Plumbing. Water heaters are required to have two approved seismic straps in the upper and lower 1 /3` of the tank per UPC. T &P valve to be 3 /4 I.D and directed to the exterior and turned 90 degree downward not less that 6 -12" above finish grade. Water heater s are required to have a 26 ga. Pan of other approved drain pan with a 1/4" drain line from pan to exterior Impact protection for w/h and mechanical equip are required to resist 6,0001bs impact if located in the garage area. All DWV are req'd. to be tested under water pressure per 2003 UPC or air test (consult manufacture recommendations for air test) Min. test pressure in Residential LPG is 30 lbs. 9- Smoke detectors. shall be located in each sleeping room and in the hall leading to each sleeping area. One smoke detector is required at the top of each stairs, and at least one smoke detector is required on every floor level. Smoke detectors must be within 6" to 12 "from the ceiling if mounted on wall. Smoke detector shall not be less than 36" from any air return. Power supply for smoke detectors shall be from the main house supply that is not switched and required to be battery back up. Smoke detectors to be inter connected so that if one smoke detector alarm will start a chain reaction to all other smoke detectors as per code. 10- Maximum building height allowable is 30' -0" based on an average grade plain per 2003 IRC. Property pins shall be located and marked for a footing inspection to verify zoning set back requirements. 11 Safety glazed tempered glass required within 24" of any doorway edge, along with other requirements as per 2003 IRC. 12- All water, sewer, gas, electrical, drywells, downspouts and footing drains are required to be inspected before cover This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL 4/05. I/ tt pORf q�� r alkalM Floor Areas 4 Applicant or Agent Project Type 8 Brief Description: Check all that apply New Construction Addition emodel Repair Re -roof Demolition 'Heat System Other Carport y/4 Covered Porch 4/ /,4- Deck 4/ /,q- Shed j t Y4 Other Su A/74- 23\ t2k Total footprint of structures 3 a Max. height of proposed structures y 30 Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 kE,u,t/c 7- 2 7 ,0N// 77 Property Owner ��,ry�� L. 8titic Property Owner's Address L/3S' a4,7 Contractor /Engineer Contractor /Engineer's Address License PROJECT ADDRESS 5 3R S 1 t /Z.-I./wag-4s, 4?i Parcel Number /ft 0130000 00.0.10 Or0 Lot 417, /3Zoning Basement 2 SZ -1 5 1St Floor '7_/2 6,37 2 Floor 30U 1- 5"-2 0 3` Floor A/ /,4 ,(//1 Garage 2 j g' X Residential Commercial Multi family Industrial acv ��-s 5; z).€ /;67,9 dam►/ GU- -7 'Heat pump wood burning stoveylgas fireplace pellet stove other Existing (sq. ft) Proposed (sg ft.) ft. Na /0 0 per sq. ft. /00 5 ov 5O ,2 7 Occupancy group Occupant load Construction type P For City Use Onl /1 Date Received -I Permit# Date Approve. 11014 Ph n /033 Phon ib 7773 Phone Expires /Ov �2s)7 -J 00 TOTAL VALUATION 02 fF sq. ft. Lot sizes U sq. ft. Lot coverage oki �(2 y of bedrooms of full baths of half baths have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date Wfhe Print Name i1i�� iv 7h'/, E /Lif/6Jl Signature T:Form s /B iding Division/Bldg Permit Appl. -2006 Code.doc Is of W s AJ i St, Yt; o ...,7,4/5 fy JO' 0 Z ft, 4 '34 16 5 An Veloiaada WOO 0, 40f '__9 111 %111111111 III PRESCRIPTIVE APPROACH SIMPLE FORM F or the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Building Department Use Only Lot: Permit Address. 1 /35 V 3 Notes City State Il//f- Zip 9g" Contact: /�`it//f/ Phone Phone 2 FAX Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing `'Gla ing Area; %oFof' :vVertkcal FloorA Unlimited Group R 3 Occupancy Only Faefgr Overhead Ceilin 4 F Factor !ault Ceiling: o SO °:Walk nterior r;Exterior. s "S oi Below' 'Below Floor C oncrete,, Grade, ..:Grader ..._.......:`,,.b,.w.... 0.40 058 0.20 R38 R30 R21 R21 R10 R30 R10 This Project complies with the following: 4 The project is a single family residence or duplex. 4 The project is a wood frame OR all of the insulation is interior or exterior of the framing. 4 All building components meet the requirements listed in Table 6 -1 Option III 4 The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 1 One door that is 24 ft. 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: G/f_> [14 ?1-/f-71/6'-z) 5 0, v i.,--- 1 A km d C 3,4_axer 3 T r/f./ A RECEIVED OCT 1 3 2008 Ws 1S CITY OF PORT ANGELES BUILDING DIVISION 75 LiSa.\ Lho CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said pla specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. TT(jf j VC' �v Appro al Date A7 11 17 1 By `-4- e, S (ee hipp .f0)..(4-( 1 -Pr/41'W ri e/.3 paj< et?. 171) 7ocrol, FEOCY Ft-4' 61 5 LV L- 1- 12`x,2 l�N o e- F[-Z012-- Z tAl 6 I lsyoi a-0-64-A V- by Weyerha TJ- Beam 6.30 Serial Number. 7004012143 User. 2 10/10/2008 3:45:02 PM Page 1 Engine Version: 6.30.14 LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 3' Primary Load Group Residential Living Areas (psf): 49.0 Live at 100 duration, 12.0 Dead SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 1.50' 2 Stud wall 3.50' 1.50" DESIGN CONTROLS: Maximum 495 763 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Copyright 0 2007 by iLeveiG, ederal Way WA. Wdw Hdr 3 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Live /Dead/Uplift/Total 390 /132 /0/522 390 132/0 /522 Design -401 763 0.050 0.067 Control 2310 1672 0.206 0.308 t Result Passed (17 Passed (46 Passed (U999 Passed (L/999 6' 6' Detail Other By Others None By Others None P Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Product Diagram is Conceptual Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions@olypen.com BM 5 by Weyerha 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ- Beam56.30 Serial Number 7004012143 user.2 10/10n0063:42:3SPM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50' 4.22' 5.50' 4.06" DESIGN CONTROLS. Maximum 3006 9456 Shear (Ibs) Moment (Ft Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 CONTROLS FOR THE APPLICATION AND LOADS LISTED Design Control 2569 4541 9456 10263 0.228 0.311 0.338 0467 Copyright 2007 by 4Le Federal Way WA. Microllam® is a regi cared trademark of iLevel®. Er" Vertical Reactions (Ibs) Live /Dead /Uplift/Total 2167/969/0/3137 2095 922 0 3017 1 Detail End, Rim End, Rim Result Passed (57%) Passed (92 Passed (U491) Passed (L/331) 10' LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 3' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 1362 874 4' 9' Uniform(plf) Floor(1.00) 170.0 60.0 0 To 10' Adds To Other C \Documents and Settings \KATE WADDELL \D sktop \Drafting Solutions \Bennett 08- ULu \BM- -IDS Ii Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is ConceptuaL 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® Deflection Criteria: STANDARD(LL:L/360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 2' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. level® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or 'Level® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 drafti ngsolutions@olypen. com by Weyerha TJ -Beam® 6.30 Serial Number. 7004012143 User 2 10/10/2008 3:35 :44 PM Page 1 Engine Version: 6.30.14 Member Slope: 0M2 Roof Slope0/12 All dimensions are horizontal. Type Class Point(lbs) Snow(1 15) SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 1.68' 2 Stud wall 3.50' 1.68' DESIGN CONTROLS: Maximum 2217 8108 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 r.pyright c0 2007 by iLevel Federal Way W. -Ream® is registered trademark of iLevel SGD Hdr 3 1/8" x 9" Glulam (24F V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Design -2118 8108 0.143 0.235 Control 5175 9703 0.272 0.408 0rl LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 2' 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Vertical Reactions (Ibs) Live/Dead /Uplift/Total 1362 /874/0/2236 1362 /874 /0/2236 S' 6° Live Dead Location Application Comment 2158 1350 4' 3' Result Passed (41%) Passed (84 Passed (U684) Passed (L/418) Detail Other By Others None By Others None 15 Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL.U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions@olypen.com by weyer TJ -Beam® 6.30 Serial Number. 7004012143 User 2 7/10/2006 9:56:03 AM Page 1 Engine Version: 6.30.14 SUPPORTS: Input Bearing Width Length 1 Stud wall 5.50' 2.81 2 Stud wall 5.50' 2.05' DESIGN CONTROLS. Maximum 4094 16202 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 a II Il Design 3824 16202 0.554 0.839 Copyright a 2007 by iLevel Federal Way WA. Parallam® is a registered trademark of iLevel® BM -1 3 1/2" x 11 7/8" 2.0E Parallam® PSL MEMBER IS INSUFFICIENT DUE TO LOAD Control 9241 22888 0.500 0.825 LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1 15) 1239 792 4' Point(lbs) Snow(1 15) 638 383 8' 7' Uniform(plf) Floor(1.00) 170.0 60.0 0 To 17' 2' Replaces Result Passed (41%) Passed (71%) Failed (L/358) Passed (U236) 17' 2' {�I Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Vertical Reactions (Ibs) Detail Other Live /Dead /Uplift/Total 2742 1434 0 4175 End, Rim 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® 2054 994 /0 /3047 End, Rim 1 Ply 1 1/4' x 11 7/8' 0.8E TJ-Strand Rim Board® Deflection Criteria: STANDARD(LL:0.500' TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 17' 2' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions @olypen.com by Weyerha TJ -Beam® 6.30 Serial Number. 7004012143 User2 7/10/200810:02:09AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: Input Bearing Width Length 1 Stud wall 3.00" 2.74' 2 Stud wall 3.00' 2.42' DESIGN CONTROLS: Maximum 3638 5857 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Copyright O 2007 by iLevel®, Federal Way WA. TJ -Beam® is a registered trademark of iLevel®. Vertical Reactions (Ibs) Live /Dead/Uplift/Total 2619 /1025/0/3643 2104/1112/0/3215 BM-4 3 1/8" x 9" Glulam (24F V4 DF) 6' 9' Detail Other By Others None By Others None L, LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2786 931 1 9' Point(lbs) Snow(1 15) 1756 1105 5' Design Control Result Location 3163 4500 Passed (70 Lt. end Span 1 under Floor loading 5143 8437 Passed (61 MID Span 1 under Floor loading 0.094 0.217 Passed (U834) MID Span 1 under Snow loading 0.136 0.325 Passed (L/575) MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:L/360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by level®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions ©olypen.com by Weyerha TJ- Beam® 6.30 Serial Number. 7004012143 User 2 7/10!2008 8:11:05 AM Page 1 Engine Version: 6.30.14 Member Slope: 0/12 Roof Slope0/12 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Tapered(plf) Snow(1 15) 1.0 To 400.0 1.0 To 240.0 SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 1 71 2 Stud wall 3.50' 3.35' DESIGN CONTROLS: Maximum -4874 21147 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) 0 PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Copyright O 2007 by .Level Federal Way WA. TJ-Beam® is a registered trademark of iLevel®. Valley 3 1/2" x 13 1/2" Glulam (24F 1.8E Framing DF) MEMBER IS INSUFFICIENT DUE TO LOAD 22' 71/2' Location 0 To 22' 7 1/2' Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 1505/1036 0/2541 3031 1950 0 4981 Design Control Result -4088 7064 Passed (58%) 21147 24452 Passed (86%) 0.864 0.743 Failed (L/310) 1 433 1 115 Failed (U187) Deflection Criteria: STANDARD(LL:U360,TL :U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 1 lateral bracing is required to achieve member stability Application Comment Replaces Other By Others None By Others None C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \valleys sms i N1 Product Diagram is Conceptual. Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading P b2:1 5' 1 o/c unless detailed otherwise. Proper attachment and positioning OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. 'Level® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an 'Level® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. by Weyerha Ti- Beam® 6.30 Serial Number. 7004012143 User. 2 7/10/2008 8:36:29 AM Page 1 Engine Version: 6.30.14 Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontaL SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 2.15' 2 Stud wall 3.50' 2.15' DESIGN CONTROLS: Maximum 2844 8294 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Design -2757 8294 0.083 0.135 Copyright 2007 by iLevel Federal Way WA. TJ -Beam® is a egistered trademark of iLevel H -2 3 1/8" x 9" Glulam (24F V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Live/Dead/Uplift/Total 1756 /1105/0 /2861 1756/1105/0/2861 Control 5175 9703 0.206 0.308 0 6' 6" LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 2' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 3132 1939 3' 3' Result Passed (53 Passed (85 Passed (U892) Passed (U549) C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \H -2 sms Detail Other By Others None By Others None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLeve Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions olypen.com H -3 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ- Beem6) 6.30 Serial Number. 7004012143 by Weyerha User 2 7/10r20068:34:10AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 Member Slope: 012 Roof Slope012 AU dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 2' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 2158 1350 1' 6' SUPPORTS: Input Bearing Width Length 1 Stud wall 3.00' 2.06" 2 Stud wall 3.00' 1.50' DESIGN CONTROLS: Maximum 3052 4101 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Live/Dead /Uplift/Total 1873 /1192/0/3065 664 /436 /0/1100 Design 2961 4101 0.038 0.062 Control 4468 5022 0.208 0.313 3 Result Passed (66 Passed (82 Passed (1../999+) Passed (U999 6' 6' Detail Other By Others None By Others None Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Copyright 0 2007 by iLevel3, Federal Way WA. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \H -3 sms fi Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions ©olypen.com H -1 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User 2 7/10/2008 8:31:00 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED by Weyerha Member Slope: 0t12 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: Input Bearing Width Length 1 Stud wall 3.00' 1.50' 2 Stud wall 3.00' 1.50' DESIGN CONTROLS: Maximum 2191 5396 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Design -2081 5396 0.020 0.033 Control 5434 6806 0.175 0.262 a ii 5' 6' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 2' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 2361 1481 2' 9' Vertical Reactions (Ibs) Detail Other Live/Dead/Uplift /Total 1341 862 0 2203 By Others None 1341/862 /0 /2203 By Others None Result Passed (38 Passed (79 Passed (U999 Passed (U999+) Copyright 0 2007 by iLevel Federal Way, WA. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \H -1 ems Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com by Weyerha TJ- Bearn® 6.30 Serial Number. 7004012143 User:2 7/10/2008 8:09:57 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Tapered(plf) Snow(1 15) 1.0 To 400.0 1.0 To 240.0 0 To 16' 1 SUPPORTS: 1 Stud wall 2 Stud wall Input Width 3.50' 3.50' Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Bearing Length 2.37' 4 72' DESIGN CONTROLS: Maximum -3401 10407 PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 0 Design -2607 10407 0.397 0.649 North South Ridge 1 3/4" x 14" 1.9E Microllam® LVL Copyright 2007 by iLevel Federal Way WA. Microllam® is a registered trademark of iLevel Vertical Reactions (Ibs) Detail Other Live/Dead/Uplift /Total 1067/697 0/ 1763 L1 1 Ply 1 3/4' x 14" 1.9E Microllam® LVL 2158 1350 0 3508 L1 1 Ply 1 3/4' x 14' 1.9E Microllam® LVL Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. Control 5353 13949 0.525 0.787 Result Passed (49 Passed (75 Passed (L/476) Passed (U291) 16.1. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \8ennett \N -S ridge sms Application Comment Replaces Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL1/360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com H-4 by Weyerha 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User 2 7/10/2008 8:32:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 Member Slope: 0/12 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: Input Bearing Width Length 1 Stud wall 3.00' 1.50' 2 Stud wall 3.00' 1.50' DESIGN CONTROLS. Maximum Shear (Ibs) 2019 Moment (Ft -Lbs) 4952 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 2' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1 15) 2158 1350 2' 9' Vertical Reactions (Ibs) Live/Dead/Uplift/Total 1239 792 0 2032 1239 792 0 2032 Design 1929 4952 0.033 0.054 Control 4468 5022 0.175 0.262 3 FI .1 6' 6.. Result Passed (43 Passed (99 Passed (U999 Passed (U999 Detail Other By Others None By Others None Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Copyright 2007 by iLevel Federal Way WA. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Sennett \H -4 sms Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com BM -5 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ -eean5 6.30 Serial Number: 7004012143 User 2 7/10/2008 9:59:39 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page, Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED by Weyerha LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1 15) 1873 1192 7' Point(lbs) Snow(1 15) 638 383 1 4' Uniform(plf) Floor(1.00) 170.0 60.0 0 To 10' Adds To SUPPORTS: Input Bearing Width Length 1 Stud wall 5.50' 4.22' 2 Stud wall 5.50' 4.91' DESIGN CONTROLS: Maximum 3561 8533 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Vertical Reactions (Ibs) Detail Other Live /Dead/Uplift/Total 2088 1051 0 3139 End, Rim 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® 2390 1261 0 3651 L1 1 Pty 1 3/4" x 11 7/8' 1.9E Microllam® LVL Design -3259 8533 0.205 0.313 Copyright 2007 by iLevel Federal Way WA. Microllam® is a registered trademark of iLevel Control 4541 10263 0.311 0.467 Result Passed (72 Passed (83 Passed (1/546) Passed (L/357) 10' C. \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \BM -5. sms El Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevele technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com by Weyerha TJ -Beann5 6.30 Serial Number 7004012143 User 2 7/10/2008 10:18:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 0 Member Slope: 012 Roof Slope0112 r 14'2' AN dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 8' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead Vertical Loads: Type Class Live Dead Point(Ibs) Snow(1 15) 6020 4144 Point(Ibs) Snow(1 15) 2134 1394 Tapered(plf) Snow(1 15) 400.0 To 1.0 240.0 To 1.0 Tapered(plf) Snow(1 15) 1.0 To 400.0 1.0 To 240.0 Uniform(plf) Snow(1 15) 400.0 240.0 SUPPORTS: Input Bearing Width Length 1 Stud wall 5.50' 2.28' 2 Stud wall 3.50' 6.87' 3 Stud wall 3.50' 6.77' 4 Stud wall 3.50' 7 16' 5 Stud wall 5.50' 3.66' DESIGN CONTROLS: Maximum Shear (Ibs) -9106 Moment (Ft -Lbs) 15886 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Copyright O 2007 by iLevel Federal Way WA. TJ -Beam® is a registered trademark of iLevel® 3 1/8" x 13 1/2" Glulam (24F V4 DF) CONTROLS FOR THE APPLICATION AND LOADS LISTED El 3' 10' Vertical Reactions (Ibs) Live/Dead/Uplift/Total 1873 /1161/0/3034 5585 /3538/0/9123 5978 /3007/0/8985 5869 /3642/0/9511 3001 1861 0 4862 Bearing length requirement exceeds input at support(s) 2, 3, 4 Supplemental hardware is required to satisfy bearing requirements. Design 6097 15886 Control 7763 16829 4 Location 17' 2' 17' 2' 0To17'2' 17'2' To 34' 2' 34' 2' To 45' 2' Result Passed (79 Passed (94%) 0.367 0.556 Passed (L/544) 0.591 0.833 Passed (L/338) E -W Ridge 10' 2' 17' Product Diagram is Conceptual. Application Adds To Adds To Adds To Detail Other By Others None By Others None By Others None By Others None By Others None C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \E -W Ridge sms Comment Valleys N -S Ridges Overall Dimension: 6' 2' Location Lt. end Span 2 under Snow ADJACENT span loading MID Span 4 under Snow ADJACENT span loading MID Span 4 under Snow ALTERNATE span loading MID Span 4 under Snow ALTERNATE span loading Deflection Criteria: STANDARD(LL:U360.TL.U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 17' 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The load conditions considered in this design analysis include alternate and adjacent member pattern loading. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions@olypen.com by Weyerhaeu TJ-Beam® 6.30 Serial Number: 7004012143 E -W Ridge 3 1/8" x 13 1/2" Glulam (24F V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED User 2 7/10/2008 10:18:30 AM ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevele technical representative for product availability PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Copyright 2007 by 'Level Federal Way WA. TJ -Beam® is a registered trademark of iLevel®. C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \E -W Ridge sms OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions @olypen.com BM -2 3 1/2" x 11 7/8" 2.0E Parallam® PSL TJ -Beam 6.30 Serial Number. 7004012143 User 2 7/10/2008 9:32:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 8' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 389.0 117.0 0 To 14' 315/16' Replaces SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 2.50' 2 Stud wall 3.50' 2.50' DESIGN CONTROLS: Maximum 3633 12714 Shear (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Detail Other Live/Dead/Uplift/Total 2788 931 0 3719 L1 1 Ply 1 1/4' x 11 7/8' 1.3E TimberStrand® LSL 2786 931 0 3717 L1 1 Ply 1 1/4' x 11 7/8' 1.3E TimberStrand® LSL Design -3054 12714 0.371 0.494 3 Control 8035 19902 0.467 0.700 Result Passed (38 Passed (64 Passed (U453) Passed (1../340) 14' 4' Copyright O 2007 by iLevel Federal Way WA. Parallam® is a registered trademark of iLevel C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Bennett \BM -2 sms Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL.U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions @olypen.com SUPPORTS: 1 Wood column 2 Stud wall DESIGN CONTROLS. Maximum Design Control Shear (Ibs) 14826 13290 18676 Moment (Ft -Lbs) 58696 58696 60297 Live Load Defl (in) 0.500 0.512 Total Load Defl (in) 0.683 0.768 PROJECT INFORMATION: Bennett Residence 435 W 3rd Street Port Angeles, WA 98362 Input Bearing Width Length 3.50' 9.06' 3.50' 5.14' l� 3' 6' 0 Result Passed (71%) Passed (97%) Passed (L/369) Passed (U270) BM -3 by Weyerha 5 1/4" x 16" 2.0E Parallam® PSL TJ- Beam 6.30 Serial Number. 7004012143 User 2 7/10/200610:22:17AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 15' tit' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 8' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 778.0 234.0 0 To 19' 2' Replaces Point(lbs) Snow(1 15) 5869 3642 10' 5' Point(lbs) Snow(1 15) 10366 6707 2' 8' Vertical Reactions (Ibs) Detail Other Live/Dead /Uplift/Total 23454 12230 0 35685 L5 None 8360/ 3107 /0/ 11467 L1 Copyright 2007 by iLevel Federal Way WA. Parallam® is a registered trademark of iLevel C \Documents and Settings\KATE WADDELL \Desktop \Drafting Solutions \Bennett \BM -3 sms Overall Dimension: 19' 2' Product Diagram is Conceptual. 1 Ply 1 1/4' x 16' 1.3E TimberStrand®LSL Bearing length requirement exceeds input at support(s) 1 2. Supplemental hardware is required to satisfy bearing requirements. Location Lt. end Span 1 under Snow loading MID Span 1 under Snow ALTERNATE span loading MID Span 1 under Snow ALTERNATE span loading MID Span 1 under Snow ALTERNATE span loading Deflection Criteria: STANDARD(LL:L/360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel Custom product listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 200 amp service change Owner BENNETT KENNETH L /MARYM 435 W 3RD ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total WA 98362 128587 64 00 6/25/08 12/22/08 08 00000739 856843 435 W 3RD ST 06 30 00 0 0 5050 0000 ELECTRICAL ONLY PUBLIC BUILDINGS PARKS 0 Contractor ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 ELECTRICAL ALTER RESIDENTIAL Plan Check Fee Valuation Charged Paid Credited 64 00 64 00 00 00 00 00 64 00 64 00 00 Date 6/25/08 WA 98362 00 0 Qty Unit Charge Per Extension 1 00 64 0000 ECH EL -R OR RM 0 200 ALT SRV FDR 64 00 Due 00 00 00 INSPECTION TYPE DATE RESULTS DITCH SERVICE ROUGH IN FINAL COMMENTS: ELECTRICAL INSPECTOR ~~ , ,,-,.,~ ~--.....'I"~ ELECTRICAL WORKPERi\UT APPLICATION Job wirt!d ~y DOwner Installation description o Commercial Electrical conl~<Iclor name C" -- (i:..t 12- u,.p... <- ~.. ~ purCh~lailillO~CSS U License number Dale E}tpircs "2...<l~ o New 0 Altered/Addition e;l~ Statlcjf""'-.. QY)62- 7-DD fr-\P (j ~ g~~ ~ \ G .J ~ Telephone nUr(lbc:r UrL-v'tL-{ Preml,es ow~~e &-n ~ U Address of InspcCllon rJ Lj '! r W ~~ ell, (/ 4- Phone number to schedule lm'l?:cction: - 79. ? Qnoner as defilled by RCW.19.28.Z6/:(J) Owner will occupy Ihe structrm! lor two years after Il,is electrical permit is flrUllized. (1) Owner IS rqquir(!l/ 10 hire all electrical collfractor if abow! .taid proper'}' is for sale. refll or lea.<;e. After reading the above statement, I hereby certify that I am the owner or the above named properly or II licensed eleclrical contractor. I am making the electrical instal. Intion or alteration in compliance with the electrical laws. N.E.C.. RCW. Chapter 19.28. WAC, Chapter 296.468, The City of Pori Angclt:s Municipal Code. and Utility Speci(jcations. ~Gn'IU" O~Clri JUN 3 8 2008 o Cash 0 Check# LIGHT DEPT. o Credit Card Card # Visa Mastercard Discover - - ---- --.-'-- ---- - --- Date: Expiration Dale of card snspe~on C2 Service Information VOI"'~~'" Phase Q 3 Service Size: ~ Feeder Siz.e: Electrical Load Additions and or subtractions Q NO LOAD CHANGES Q Baseboard KW Cl Furnace _ KW Q HeatPump _ Ton _ LAR Q Fan-Wall _ KW Overhead Service Temp Service Underground service SAME DAY INSPECTION Q Q CALL BEFORE 7-00 AM 360-417-4735 . r ROUGH-IN l r THERMOSTAT SERVICE " I I I ~-z::-~ ~ DOle Approw~B)' DOle App'l)wcd Uy DOlo ( FINAL /' , DITCH FEEDER b-25~ ~ O~lC Ai'flnlyt:dB.Y / DalC ApptllwotllJ)' -/ Dille Apptllwcd By Inspection Area. Building or Equipment lnspected Action Taken Eleclrical Date Inspector (g-}t;-Ol nv- Ai> gS/j- td d nL172.t17 :O.L 1721792S17 3JI()<l35 JI<l.Lj313:W[)~~t;I2IS;L0 -;002-21=-;-n~--- ~9D"r~ _(..,O~~<" l"~. ~~ ~ """"'" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIV.?lN 32 I EAST 5TH STREET, PORT ANGELES, W A 98362 35 hI:3 rcL Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenan1: nbr, name Application type description Subdivision Name Proper.ty Use Proper.ty Zoning . Application valuation 08-00000861 Date 371767 435 W 3RD ST 06-30-00-0-0-5050-0000- KENNETH L BENNETT RES ADDITION 8/07/08 PUBLIC BUILDINGS & PARKS 225780 Application desc ADD SUNROOM, MASTER BED & BATH, PORCH, BASEMENT Owner Contractor KENNETH L/MARY M BENNETT OWNER 435 W 3RD ST PORT JUiJGELES WA 98362 (360) 565-1036 Structure Information 000 000 ADD SUNROOM, MASTER BED & BATH, PORCH, B Other struct info . . . HARD SURFACE AREA Permit Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL SNRM, MSTR BED/BATH, BSMNT 130310 1725.85 plan Check Fee 8/07/08 Valuation 2/03/09 690.34 225780 t' ) t/ rfi' y\ '" \ I D Qty Unit Charge Per 126.00 BASE FEE 5.6000 THOU BL-lOO,001-500K (5.60 PER K) Extension 1020.25 705.60 Permit Additional desc Permit: pin number Permit: Fee Issue Date Expira.tion Date MECHANICAL PERMIT 130336 93 .35 Plan Check Fee 8/07/0B Valuation 2/03/09 .00 o Qty Unit Charge Per BASE FEE 1. 00 14. BOOO ECH ME- INSTALL 100- FAU 1. 00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-OTHER APPL. N/R 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 Extension 50.00 14.80 7.25 10.65 10.65 Permit Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 130328 121.00 8/07/08 2/03/09 Plan Check Fee Valuation .00 o Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utililies, private and public improvemenls. This permit becomes null and void if wOI-k 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 wi I! be complied with whether specified herein or not. The granting of a pemlit does not presume 10 give authorily 10 violate or cancel the pmvisions of any state or local law regulating constr,.... -f.ion or the pe " ance of construction. ~ ~ I ,(5)~~;,,,.~~,14IC!ri!:;~":",,,,,,,,,~.. / T FormslBuiiding Divisi'J'\i:J\!ilding I'c",~i: :;.'~il ~iDg).\'.'prl ff.ORf~(I ,.(.'~""" ,'"~-''' . I' 'Gill ~~ ~ .....;;;>" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number 08-00000861 Date 8/07/08 Application pin number 371767 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 42.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0aOO ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments July 28, 2008 12:45:44 PM sroberds. The proposal will result in 12\ lot coverage in the RS-7 zone. The addition will be at least 71' from top of bank, so no geological report is needed. No land use issues are anticipated. When roof gutters and perimeter drains are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Public Works Engineering is required prior to backfill . Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1940,20 1940.20 .00 .00 Plan Check Total 690.34 690.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 2635.04 2635.04 .00 .00 I Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void jfwork or construction authodzed is not comll1€nced 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 )'ef{~by 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 willi whether specified herein or not. The granting of a permit does . not presume to give authority 10 violate or cancellhe provisions of any state or local law regulating construction or Ihe performance of I construction i Date Print Name SiiUnalure of Contractor Gf I\uthorlzed Agent Signature of Owner (if ovm~r is builder) ! T:FormslBuildil:!! Uil'i!;;":lif'. <::r!ing PCI'Il1il (OSIl3/0S). ',','ll CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . INSPECTION REPORT. . . . . . ../ REQUEST: Date /0 - ~- DB Time Received by KV (phone, person) Location of Work to be inspected Name of Iperson requesting inspection Address of person requesting inspection TYlle of Inspection (circle appropriat6 one): C9 Foundation Framing Chimney Plumbing '135 IN 3rc\ K <<-1'1 IS e.11 yt e.. if Phone No. "//,/0-7995 Permit No. c9\-96{ Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date. /0 ~ t6 - (:) B Time By Remarks: 'I" .s"if<<cLk. 'I011?-S. CQ//J;idv- SQ."-JQ.v- p,'pe ;V'<2.UJ .5e.'"'-JQ.r- ~<A"'r."Gf ,'OIA 0 ex/s. f:..... "1/1 c.ol'l<: ;-{2.-I-e rlA"'-$ u..~~;- e ~s.1,'.... C,or-o" ~. Ol.....cI C.OOl.M Mo..''''' /iIl 3 r- .sf. RESTORATION REQUiRED...... YES NO 'RV / e e 105+,''<- ~/. COJ{.<:.I.."fe... I-I" ~ L,,'_ I :t'J t Ny. ,1Il>"''''f'. I ",'" IS C/D \ -...'\i:.;sJ j.lf- ex,sl~'S :)<>.V'-<""j,-- SURFA.CE RESTORATION: SURFACE TYPE: 0 Unimproved 3>-cl :5-r OGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE)