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HomeMy WebLinkAbout640 Del Guzzi Dr - BuildingL(7%16/2010) Linda Pangrle Re #09 -1371 640 Del Guzzi Dr Fire Sprinkler Permit Page 11 From Ken Dubuc To Linda Pangrle Date: 7/16/2010 2 PM Subject: Re #09 -1371, 640 Del Guzzi Dr Fire Sprinkler Permit Linda Sorry for the delay 6.3.2010 Thanks, Ken Linda Pangrle 6/17/10 4 PM Hi Ken, What date did you do your final inspection and approve the fire sprinkler system at the above location? Thanks, Linda PREPARED 6/21/10 9 48 14 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/21/10 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV COMMENTS AND NOTES January 26 2010 4 07 46 PM jlierly Air seal also approved on this date JLL BLI 01 2/02/10 PB BLDG INSULATION TIME 00 01 2/03/10 AP February 1 2010 2 20 38 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 INSULATION February 3 2010 8 25 46 AM pbarthol BL99 01 6/07/10 JLL BLDG FINAL 6/07/10 DA June 7 2010 9 20 16 AM jlierly June 7 2010 9 24 39 AM jlierly Finish down spouts and guard rail per code maintain all temp safety features until installation of final guards etc finish front porch surface and height be less than 30 AFG or gurd rails shall be required all steps with 4 risers shall be required to have a hand rail per code jll PW99 01 6/17/10 RV PUBLIC WORKS FINAL 6/18/10 AP June 18 2010 11 48 57 AM rvess June 18 2010 11 49 18 AM rvess BL99 02 6/21/10 BLDG FINAL TIME 01 00 June 17 2010 4 11 05 PM 1pangrle DAVE 460 7904 BUILDING FINAL AFTERNOON PLEASE CALL HIM ONE HOUR BEFORE YOU GET THERE SO HE CAN MEET YOU THERE PHONE (360) 681 3992 PHONE (360) 683 6776 Approved CITY OF PORT ANGELES 321 E 5TH STREET P 0 BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y Issue Date Expiration Date Parcel Number Property Address Subdivision Name Legal Description Property Zoning Owner Contractor T E M P O R A R Y 6/07/10 7/07/10 06-30-13-5-6- 0090 -0000- 640 DEL GUZZI DR PORT ANGELES WA 98362 LUDWICK SUBDIV V14 P63 LOT 9 43A RS9 RESDNTL SINGLE FAMILY DAVID B FALZETTI WANT ACTION CONSTRUCTION INC 360 681 -3992 Application number 09- 00000612 000 000 Description of Work RES NEW SFR Construction type Occupancy type Flood Zone Special conditions June 7, 2010 9 28 34 AM jlierly Finish down spout drain connections /guaro rails in porches with a walking surface of 30" of greater temp safety measures fo porches finis porch d front all permamnent airs with 4 ri he's shal hand rail per code v rify on final i section •1 10 ap-/L1/ VOID UNLESS SIGNED Y BUILDING OFFICIAL lled on intain on ave a DATE/ OW4R/CONTRACTOR ADDRESS &140 APPROVED 0 ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PERMIT U CORRECTIONS NEEDED: N 4 T P LL Ct DITCH ROUGH IN /COVER SERVICE FINAL v?ztgLif ths NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE INSPECTOR NOT APPROVED 0 0 YG tTLtr{ G I`I. Youe PREPARED 3/29/10 9 01 33 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/29/10 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 8/24/09 JLL PLUMBING UNDER SLAB TIME 09 00 8/24/09 AP August 24 2009 8 43 26 AM 1pangrle ALAN 809 -0445 UNDERSLAB PLUMBING MORNING August 24 2009 4 51 19 PM jlierly PL2 01 11/18/09 JLL PLUMBING ROUGH IN 11/18/09 AP November 18 2009 8 31 54 AM 1pangrle DAVE 460 9014 ROUGH IN PLUMBING November 18 2009 4 29 13 PM jlierly PL6 01 1/22/10 JLL PLUMBING WATER SUPPLY 1/22/10 AP January 22 2010 4 46 13 PM 1pangrle BRIAN 460 6026 WATER SUPPLY LINE January 22 2010 4 47 18 PM 1pangrle PLSP 01 3/29/10 L L PLUMBING SHOWER PAN March 29 2010 8 55 07 AM 1pangrle NO NAME WAS LEFT 461 9054 SHOWER PAN COMMENTS AND NOTES PREPARED 2/02/10 8 53 19 INSPECTION T"CRET PAGE 7 CITY OF PORT ANGELES INSPECTOR AMES LIERLY DATE 2/02/10 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 681 3992 PHONE (360) 683 6776 January 26 2010 4 07 46 PM jlierly Air seal also approved on this date JLL BLI 0 2/02/10 JLL BLDG INSULATION TIME 00 01 February 1 20 0 2 20 38 PM l p4n5 rle f WANT ACTION CONSTRUCTION 809 0445 INSULATION COMMENTS AND NOTES DATE PERMIT ELECTRICAL INSPECTION WIRING REPORT 417 -4735 OWNER/CONTRACTOR c� P1fd�L L ADDRESS 6 '/o I P lov z� INSPECTOR APPROVED NOT APPROVED DITCH ROUGH IN /COVER 0. SERVICE FINAL CORRECTIONS NEEDED: ¢.o U tta LV irtn 75 1'r)vt. Ti n rc AT S12gFAG w r`r-i PA t KO ¢,./-t expep U AI t -3C.A S ►"1 A-L141 gc =ICU) NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE PREPARED 1/26/10 8 45 34 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/26/10 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS August 26 2009 5 04 49 PM jlierly BLHD 01 9/09/09 JLL BLDG FRAMING HOLD DOWNS TIME 09 00 9/11/09 AP September 9 2009 8 55 50 AM 1pangrle WANT ACTION 809 0445 HOLD DOWNS MORNING September 11 2009 4 50 28 PM jlierly BL3 01 9/09/09 JLL BLDG FRAMING TIME 09 00 9/11/09 AP September 9 2009 8 55 01 AM 1pangrle WANT ACTION 809 0445 JOIST GIRDERS UNDER FLOOR MORNING September 11 2009 4 50 33 PM jlierly BL9 01 9/09/09 JLL BLDG SHEARWALL TIME 09 00 9/11/09 AP September 9 2009 8 56 11 AM 1pangrle WANT ACTION 809 0445 SHEARWALL MORNING September 11 2009 4 50 39 PM jlierly BLRI 02 9/21/09 JLL BLDG REBAR INSPECTION TIME 09 00 9/22/09 AP September 21 2009 8 36 33 AM 1pangrle ALAN 809 0445 REBAR MORNING September 22 2009 4 14 02 PM jlierly BL1 02 9/21/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/22/09 AP September 21 2009 8 36 00 AM 1pangrle ALAN 809 0445 FOOTING MORNING September 22 2009 4 14 02 PM jlierly BL2 02 9/22/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 9/22/09 AP September 22 2009 8 45 07 AM 1pangrle ALAN 809 0445 STEEL FOUNDATION WALL MORNING September 22 2009 4 15 24 PM jlierly BL9 02 11/04/09 JLL BLDG SHEARWALL 11/04/09 AP November 4 2009 8 12 17 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 EXTERIOR SHEAR NAILING November 4 2009 4 23 53 PM jlierly BL3 02 1/26/10 BLDG FRAMING January 26 2010 8 44 26 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 FRAMING COMMENTS AND NOTES 410— ;ws(J 'ft-epa.eAh,-)0 PREPARED 1/22/10 16 47 19 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09- 00000612 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 8/24/09 JLL PLUMBING UNDER SLAB TIME 09 00 8/24/09 AP August 24 2009 8 43 26 AM 1pangrle ALAN 809 0445 UNDERSLAB PLUMBING MORNING August 24 2009 4 51 19 PM jlierly PL2 01 11/18/09 JLL PLUMBING ROUGH IN 11/18/09 AP November 18 2009 8 31 54 AM 1pangrle DAVE 460 9014 ROUGH IN PLUMBING November 18 2009 4 29 13 PM jlierly PL6 01 1/22/10 JLr,� PLUMBING WATER SUPPLY January 22 2010 4 46 13 PM 1pangrle BRIAN 460 6026 WATER SUPPLY LINE COMMENTS AND NOTES t.c\-€) t-NNAQ u,)/ PAGE 1 DATE 1/22/10 U o i—t Y� �(Lt6- S l ✓L� Ike oCcg c ,c, LL V }C.I ASSOCIATES INCORPORATED January 19 2010 Mr Jim Lierly Building Inspector City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT SINGLE FAMILY RESIDENCE, 640 DEL GUZZI DR. Dear Mr Lierly This office has inspected the building located at 640 Del Guzzi Drive for conformance with the approved structural plans and revisions. Several inspections were conducted over the course of the construction. The following items have been inspected and found to be in general conformance: 1 Lower floor shearwalls and holdowns 2. Main floor framing 3 Main floor interior shearwalls and holdowns 4 Upper floor framing 5 Upper floor interior shearwalls and holdowns 6 Lateral and vertical connection of roof trusses From a structural standpoint, the structure appears to be in conformance with the approved plans and revisions No other items have been inspected by this office. If you have any questions please feel free to contact me. Sincerel Scott Headri 1c, Fc: JN 06308 R JAN 1 9 2010 CITY OF PORT ANGEdc:ES BUILDING DIVISION (Az- 49CA 5Prn CIVII;:ENGINFFRING LAND SURVEYING. 301 East 6th Street, Suite 1 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovtc @olympus.net Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Low voltage stereo Owner DAVID FALZETTI ET UX 80 JENNIES BLVD SEQUIM (360) 683 6776 Permit Additional desc Permit pin number 159285 Permit Fee 63 90 Issue Date 1 /08 /10 Expiration Date 7/07/10 Qty Unit Charge 1 00 63 9000 Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98382 Charged ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 10 00000024 776024 640 DEL GUZZI DR 06 30 13 5 6 0090 0000 ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor OWNER ELECTRICAL NEW RESIDENTIAL Plan Check Fee Valuation Per ECH EL SINGLE CIR LIMITED RES Paid Credited 63 90 63 90 00 00 00 00 63 90 63 90 00 Date 1/08/10 Due DATE RESULTS II -511 b lv /ia deP 00 00 00 0 0 0 Extension 63 90 INSPECTOR. OJ, 44I-( f '1 a r t f-.11 l v-t -Aprff iD /‘r Signature of owner or Electrical Contractor X Date ECE CITY OF PORT ANGELES PERMIT APPLICATION JAN 2009 Building Division/Electrical Inspections ELECTRICAL 321 East Fifth Street P 0 Box 1150 Port Angeles WashingtonM( SONS Ph (360) 417 -4735 Fax. (360) 417 -4711 Date. //6 1/ 1/1 8'2 Single Family Dwelling Signature of owner electrical contractor or electrical administrator Jr fi/ Dated: Multi Family or Commercial* Commercial Addition Alteration Remodel Repair* -0 Plan Review Ma. Be Required Please Complete Electrical Plan Review Information Sheet Job Address: <1 0 -L, z/'/ '2:2_1 Building Square Footage:' Ze* or" Descriptio of above /A_ z_r F74 in/. c c iTs w,z./' ti /C,,,,/ 1 'on /s r t Jr__ 770 A./ t.._/ I421-7A a D(7J. .1.. SYS 7 e.1r►' 1..' /.vG, a..iz_v 1A 6+4( Y .C T r Owner formation Contractor Information Name: AYE I—A_z '7T I Name: e )k /a/E'2 Mailing Address: 5 S "3i c.v 6 Mailing Address: City -cepoi >7 State: t Zip: c 2 City State: Zip: Phone: /8'3 G776 Fax: Phone: Fax: License Exp. A i A License Exp. Item Unit Charge Qty Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. $119.90 Seryice /Feeder 201 -400 Amp. $145.50 Service /Feeder 401 -600 Amp 204.60 Service /Feeder 601 1000 Amp. 262.20 Service /Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 2.60 Branch Circuit W/O Service Feeder 73.50 Each Additional Branch Circuit 2.60 Temp. Service/ Feeder 200 Amp. 92.70 Temp Service /Feeder 201 -400 Amp. $110.30 Temp Service /Feeder 401 -600 Amp. $148.70 Temp Service /Feeder 601 1000 Amp $167.90 Portal to Portal Hourly 95.90 Sign /Outline Lighting 88.20 Signal Circuit/ Limited Energy First 1500 sf Commercial 95.90 Note. $5.00 for each additional 1500 sf d O Signal Circuit/ Limited Energy 1 2 Family Dwelling 63.90 I C'S Signal Circuit/ Limited Energy Multi Family Dwelling 63.90 Manufactured Home Connection $119.90 Renewable Electrical Energy 5KVA System or Less $102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY. First 1300 Square Ft. $110.30 Each Additional 500 Square Ft. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub $110.30 Total Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N E.0 RCW Chapter 19.28 WAC Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14 05 050 regarding Electrical Permit Applications Cash Check kit N Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner DAVID FALZETTI ET UX 80 JENNIES BLVD SEQUIM WA 98382 (360) 683 6776 Structure Information 000 000 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total FIRE SPRINKLER RESIDENTIAL INSTALL FIRE SPRINKLER SYSTEM 158980 00 1/04/10 Valuation 7/03/10 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 09 00001371 439259 640 DEL GUZZI DR 06 30 13 5 6 0090 0000 DAVID FALZETTI ET UX FIRE SPRINKLER SYSTEM RS9 RESDNTL SINGLE FAMILY 4200 Contractor INNOVATED FIRE SPRINKLERS 81 NEW HAVEN LANE PORT ANGELES (360) 452 7583 INSTALL A FIRE SPRINKLER SYSTEM Plan Check Fee Special. Notes and Comments A full acceptance test will be required for the fire sprinkler system Charged Paid Credited 00 00 00 00 00 00 00 00 00 Date 1/04/10 WA 98362 Due 00 00 00 00 0 cC ;-3- This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel th provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD --O Call 360 417 -4655 for fire 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. Inspection Type I Date Passed FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final 3 -10 14 6[ FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Comments Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated 2/15/00 psi psi 3 Applicant or Agent Owner DetV Y Ok Address: go Architect/En gineer Contractor State License #�j_tVil/d VJ OWt/DL p Address: U) 9 Y i O. IJ t PROJECT ADDRESS az l 1 til- c°- 0-1,-1 4 1/4/ ZONING LEGAL DESCRIPTION Lot: Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. )tesidential New Constr Re roof Stove Multi family Addition Move Garage Commercial Remodel Demolition Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT _a 4-013( COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stones: Lot Size: Existing Sq. Ft Total lot coverage PLANNING USE ONLY BUILDING PERMIT APPLICATION rill out COMPLETEL'S and in INK. our application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 \l c_Q•� QN- ed 1 Cit 2 i T UIC 5e, n 614, City S e4 WW ESAJWetland(s) Yes No SEPA Checklist required? Yes No Other T\FORMS\BIdgPerroitfvrrri.wpd Applicant: Phone: Phone. '3G() (033-G Zip 92.382- Phone. SIZF/V ALUATION SF /SF SF /SF SF /SF TOT Date FOR OFFICIAL USE ONL' Date kec. 30'_CR Q Permit k 31 Date Approved- Date Issued: C) Phone: L2 —7S2i Zip 963 62 Occupant Load. Construction Type: Proposed Sq. Ft TOTAL Sq. Ft APPROVALS PLAN BLDG. DPWU- FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the tune of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the tune for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Buiidmg/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that must obtain such permits pnor to wor, Clallam County Assessor Treasurer Property Details 66724 DAVID FALZETTI ET Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66724 DAVID FALZETTI ET UX for Year 2009 2010 Property Account Property ID 66724 Legal Description LUDWICK SUBDIV V14 P63 LOT 9 43A Geographic ID' Type Tax Area. Open Space Historic Property' Multi Family Redevelopment: N Location Address. 640 DELGUZZI DR PORT ANGELES WA 98362 Neighborhood Cycle 5 Res Neighborhood CD' 10955130 Owner Name DAVID FALZETTI ET UX Mailing Address 80 JENNIES BLVD SEQUIM WA 98382 Taxes and Assessments Due Property Tax Information as of 12/30/2009 Amount Due if Paid on 0630135600900000 Agent Code Real 0010 PA 121 PORT ST CNTY H2 L Land Use Code 91 N DFL N Remodel Property N Mapsco Map ID' Owner ID 23959 Ownership 100 0000000000% Exemptions. N First Second Half Half Statement Base Base Base Amount Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2009 667242008 ST SCH STATE SCHOOL $111 35 $111 34 $0 00 $0 00 $222 69 $0 00 2009 667242008 CC -GEN COUNTY $56 35 $56 35 $0 00 $0 00 $112.70 $0 00 2009 667242008 PORT PORT $7 98 $7 98 $0 00 $0 00 $15 96 $0 00 2009 667242008 PORT ANG PORT ANGELES $123 61 $123 59 $0 00 $0 00 $247 20 $0 00 2009 667242008 SD #121 SCHOOL DISTRICT #121 $137 70 $137 71 $0 00 $0 00 $275 41 $0 00 2009 667242008 NTH OLY LIB NORTH OLYMPIC LIBRARY $16 37 $16 38 $0 00 $0 00 $32.75 $0 00 2009 667242008 HOSP #2 HOSPITAL #2 $23 11 $23 11 $0 00 $0 00 $46 22 $0 00 2009 667242008 WEED_CONTROL WEED CONTROL $0 81 $0 82 $0 00 $0 00 $1 63 $0 00 2009 667242008 TOTAL. $477.28 $477.28 $0.00 $0.00 $954.56 $0.00 2008 667242007 ST SCH STATE SCHOOL $118.25 $118.24 $0 00 $0 00 $236 49 $0 00 2008 667242007 CC -GEN COUNTY $57.22 $57.20 $0 00 $0 00 $114 42 $0 00 2008 667242007 PORT PORT $8 36 $8 35 $0 00 $0 00 $16 71 $0 00 2008 667242007 PORT ANG PORT ANGELES $123.22 $123.20 $0 00 $0 00 $246 42 $0 00 2008 667242007 SD #121 SCHOOL DISTRICT #121 $137 92 $137 92 $0 00 $0 00 $275 84 $0 00 2008 667242007 NTH OLY LIB NORTH OLYMPIC LIBRARY $16 63 $16 62 $0 00 $0 00 $33.25 $0 00 2008 667242007 HOSP #2 HOSPITAL #2 $5 68 $5 68 $0 00 $0 00 $11 36 $0 00 2008 667242007 WEED_CONTROL WEED CONTROL $0 82 $0 81 $0 00 $0 00 $1 63 $0 00 2008 667242007 TOTAL. $468.10 $468.02 $0.00 $0.00 $936.12 $0.00 http. /vpn. clallam.net. 8084 /propertyaccess /Property. aspx ?cid =0 &year= 2009 &prop_id =6 12/30/2009 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home 3 ton heat pump kw Owner Falzetti David 50 Jennies Blvd SEQUIM (360) 683 6776 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 98382 157735 43 75 12/07/09 6/05/10 furnace ELECTRICAL NEW RESIDENTIAL Qty Unit Charge Per 1 00 43 7500 ECH EL LVT THERMOSTAT ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 09 00001270 401640 640 DEL GUZZI DR 06 30 13 5 6 0090 0000 ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor Charged Paid Credited Plan Check Fee Valuation 43 75 43 75 00 00 00 00 43 75 43 75 00 Date 12/07/09 ALL WEATHER HTG COOLING INC 302 KEMP ST PORT ANGELES WA 98362 (360) 452 9813 DATE RESULTS 00 0 Extension 43 75 Due 00 00 00 INSPECTOR t14310 erS47 /r n Signature of owner or Electrical Contractor X Date 12/04/2009 11 18 13604525177 City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street- P.D. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax (360) 417.4711 Date: A 2:_'f t 1 Owner Information Name: i Ct a k2 .P14-1 t4-i, Mailing Address: City:VNA A -(�0�1 R� State: t,NA Zip: 407 PhonePt -32 Fax: License Exp. Unit Charge 93,75 $113.75 $160,00 $205.00 $291.25 2.00 57,50 2.00 72.50 86.25 $116.25 $131.25 75.00 69.00 75.00 50,00 50,00 93.75 80,00 86.25 27,50 57.50 86.25 43,75 /MP—. III• s Signature of owner electrical contractor or elect cal administrator Qafa. +ia YE DEC 7 2009 ELECTRICAL INSPECTIONS A_1& 2 Single Family Dwelling Mufti Family. or Commercial' Commercial Addition,/ Alteration ).Remodel %-Repair `PIanReview.May.Be Re u,lred,.Please,Com Iete.Electrlcal Plan Review InformationSheet Job Address: �(l�a' V. v Building. Square Footage: Desorption of above Thermostat L Total O Cash Check X7Crodlt Card Contractor Information Total (ON Multiolied by Unit Charcel Service/Feeder 200 Amp, 8 Service /Feeder 201.400 Amp, Service /Feeder 401 -600 Amp, Service /Feeder 601 -1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W /Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp, Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp, Temp. Service /Feeder 401-600 Amp, Temp, Service /Feeder 601.1000 Amp. Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Mufti Family Dwelling Manufactured Home•Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub ATING PAGE 03/03 t,ul at r ntagnc1,r p r. Name: Mailin Address: •w V.P1Yt-0 e--1'1 o City:1, A.h!" ate: 1.0 :ZIP: Phone ax: A 7_= X511 License Exp:A-1 liar _t:U1 no PLIP B, r I 1N —4 0 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. Aftor 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 tho electrical Installation or alteration In compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAG. Chapter 296 468, The City of Port Angeles Municipal Code, and Utility Specifications, 2' 4 x x I x I\ 1 1 I I 1 I z I I \I X 2V 2x FRAMING IN LANDING WITH LUS HANGERS (TYP FIELD VERIFY ANGLE 4 16' 4 MAX. L x 4 2 4 ATTACH LANDING TO WALL WITH HGA10 Y4 THICK A36 STEEL BRACKET 16 0 CARRIAGE BOLTS (TYP k ROW OF #8 x 13'. WOOD SCREW 6" O.C. TOP AND BOTTOM OF PANEL k STAIR RISER AND LANDING TO BE MADE FROM ONE PIECE OF 3. APA RATED PLYWOOD LOWER LANDING Scale N T S PR DG ge-s-A-0 U 17(14,! S lee (L. ('O L ofatfr). 4 6119 W A Q al e C1 tl Va ib%J I 3b( 4 NOTES ��p\ L 1 THESE DETAILS HAVE BEEN CREATED AS A GENERAL GUIDELINE FOR CONSTRUCTION. 2. DIMENSIONS ARE TO BE FIELD VERIFIED TO MATCH ACTUAL CONDITIONS. 3. PLACEMENT OF THE STEEL BRACKET AND THE LOCATION AND SPACING OF CARRIAGE BOLTS ARE TO BE TAKEN DIRECTLY FROM THIS PLAN 4 ANY CONDITIONS THAT DO NOT MATCH THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION OF THE STAIRWAY 4 MAX. 10/4" k x i t ATTACH BASE OF RISER TO FLOOR r WITH HGA10 I b ai t Pi sr X I rr-x-n 2 X "e t'-m DEC 0 9 2009 (9 0 Ae u' FLOOR SHEATHING PER PLAN x x CITY OF PORT ANGEf;:ES BUILDING DIVISION SCALE. DAlt. 12/4/2009 FILE. 09078 S1 J06 N0: 09078 L 2 1u 7 SHEET CY 's �f sh .p `C/STE ONAL E� S5 OF 6 1 f X 2x WALL AT SIDE OF STAIRWELL X ATTACH LANDING TO STUDS IN WALL WITH HGA10 X NOTES. ROW OF #8 x 13'4" WOOD SCREW 6" 0.C. TOP AND BOTTOM OF PANEL 4 MAX. 2x FRAMING IN LANDING WITH LUS HANGERS (TYP CARRIAGE BOLTS (TYP X co N a N 1 THESE DETAILS HAVE BEEN CREATED AS A GENERAL GUIDELINE FOR CONSTRUCTION. 2. DIMENSIONS ARE TO BE FIELD VERIFIED TO MATCH ACTUAL CONDITIONS. FIELD VERIFY ANGLE 2' I 3. PLACEMENT OF THE STEEL BRACKET AND THE LOCATION AND SPACING OF CARRIAGE BOLTS ARE TO BE TAKEN DIRECTLY FROM THIS PLAN 4 ANY CONDITIONS THAT DO NOT MATCH THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION OF THE STAIRWAY 4 x IX ;Y 11 I UPPER LANDING Scale N T S Ya THICK A36 STEEL BRACKET 4 MAX. STAIR DIMENSIONS PER CODE Y4 THICK PLYWOOD SHIM AS REQUIRED FURRING TO ACHIEVE DESIRED THICKNESS 3'4 APA RATED 3'4 APA RATED PLYWOOD PLYWOOD FURRING PER OWNER 1� FOR FINISHED LOOK R 36 "o CARRIAGE BOLT L Y4 THICK A36 iv Y4 THICK PLYWOOD STEEL BRACKET SHIM AS REQUIRED EXTERIOR I INTERIOR STAIRWAY SECTION Scale: N T S. z rt STAIR RISER AND LANDING TO BE MADE FROM ONE PIECE OF 3'4 APA RATED PLYWOOD WOOD GLUE RECOMMENDED ON ALL FACES OF EA. LAYER OF PLYWOOD (NON— STRUCTURAL) ATTACH RISER TO FLOOR FRAMING WITH HAGA10 NOTE. 1.ADDITIONAL LAYERS OF PLYWOOD MAY BE ADDED TO CREATE A THICKER MEMBER 2. ADDITIONAL LAYERS SHALL BE ADDED TO EACH SIDE OF THE STRUCTURAL SECTION EQUALLY 4i 1- SCALE. N. T S. UA i c. 12/4/2009 FILE. JOB NO: SHEET OF 09078 S1 09078 S6 6 PREPARED 11/18/09 8 36 18 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/18/09 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME6 01 11/18/09 X PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 681 3992 PHONE (360) 683 6776 MECHANICAL GAS LINE November 18 2009 8 34 04 AM 1pangrle DAVE 460 9014 GAS LINE PL1 01 8/24/09 JLL PLUMBING UNDER SLAB TIME 09 00 8/24/09 AP August 24 2009 8 43 26 AM 1pangrle ALAN 809 0445 UNDERSLAB PLUMBING MORNING August 24 2009 4 51 19 PM jlierly PL2 01 11/18/09 L PLUMBING ROUGH IN November 18 2009 8 31 54 AM 1pangrle DAVE 460 9014 ROUGH IN PLUMBING COMMENTS AND NOTES ;(11/16/2009) James Lierly Re Furnace location change question 6 From Dave Falzetti' <S getti @q com> To James Lier lierly @cityofpa us> Date 09 8 36 PM Subject: Re Furnace location change question Thanks Jim Just to confirm I'm reading your message correctly You would not require the impact barrier in this case? So we are good to go? Dave Original Message From James Lierly <mailto.Jlierly @cityofpa.us> To Dave Falzetti <mailto Spagetti @q com> Sent: Thursday November 12, 2009 4 53 PM Subject: Re Furnace location change question Thank Dave for your email I can justify this location with ease The only thing that would have come into play here is an impact barrier resisting 6 000 lbs impact. Your centered roughly in between door openings and the post. we allow the units to be unprotected if they are out of the opening lines of the doorway Its not a one size fits all item we have to look at each one case by case Thank you for the opportunity to comment on this Jim Lierly Building Inspector City of Port Angeles 360- 417 -4816 jlierly @cityofpa.us <mailto:jlierly @cityofpa us> FIL 'Dave Falzetti' <Spagetti @q com <mailto Spagetti @q com» 11/11/2009 9 PM Jim if we were to move the furnace from the stairwell to the garage, what problems would we have with code? I've attached a PNG image with the proposed changes I have the whole house in sketch -up now Very cool! The 3rd car bay is shielded by foundation wall The 1st and 2nd bays don't line up with the furnace area which is also shielded by an existing structural post. Cars would have to take out the post completely to reach the machinery What do you think? I'll talk to you soon Dave Dave Falzetti 640 DelGuzzi Drive 683 -6776 460 -7904 Cell Page11 (11/16/2009) James Lierly_ Re Furnace location change question From James Lierly To Dave Falzetti Date' 11/13/2009 8 08 AM Subject: Re Furnace location change question Correct, the proposed location would not require impact protection. But if you feel that there will be any issues, feel free to install a device that would resist 6,000 lbs impact resistance. The responsibility will be yours in the event something should happen. The most common device would be a 4 steel pipe embedded in the ground 3, surrounded with concrete and at least 30' above the floor Jim Lierly Building Inspector City of Port Angeles 360 417 -4816 jlierly @cityofpa.us 'Dave Falzetti' <SoaaettR o.com> 11/12/2009 8:36 PM Thanks Jim. Just to confirm I'm reading your message correctly You would not require the impact barrier in this case? So we are good to go? Dave Original Message From: James Lierly <mailto.Jlierlv(cacitvofoa.us> To: Dave Falzetti <mailto:Soaaetti@o.com> Sent: Thursday November 12, 2009 4 53 PM Subject: Re: Furnace location change question Thank Dave for your email, I can justify this location with ease. The only thing that would have come into play here is an impact barrier resisting 6,000 lbs. impact. Your centered roughly in between door openings and the post. we allow the units to be unprotected if they are out of the opening lines of the doorway Its not a one size fits all item, we have to look at each one case by case. Thank you for the opportunity to comment on this. Jim Lierly Building Inspector City of Port Angeles 360 417 -4816 ilierlv(tcitvofoa. us<mailto: ilierlv(&citvofoa. us> 'Dave Falzetti' Soaaetti (Ta.com <mailto.Snaoetti(cla.com» 11/11/2009 9 PM Jim, if we were to move the furnace from the stairwell to the garage, what problems would we have with code? I've attached a PNG image with the proposed changes. I have the whole house in sketch -up now Very cool! The 3rd car bay is shielded by foundation wall. The 1st and 2nd bays don't line up with the furnace area which is also shielded by an existing structural post. Cars would have to take out the post completely to reach the machinery What do you think? I'll talk to you soon, Dave Dave Falzetti 640 DelGuzzi Drive 683 -6776 460 -7904 Cell Page 111 (11/16/2009) James Lierly RE_ Furnace location change question page 1 From Dave Falzetti <spagetti @q com> To James Lierly jlierly @cityofpa.us> Date 11/13/2009 9 36 AM Subject: RE Furnace location change question Jim thanks again I think there is adequate protection We'II proceed See you soon Dave Date Fri 13 Nov 2009 08 34 -0800 From Jlierly @cityofpa.us To Spagetti @q com Subject: Re Furnace location change question Correct, the proposed location would not require impact protection But if you feel that there will be any issues feel free to install a device that would resist 6 000 lbs impact resistance The responsibility will be yours in the event something should happen The most common device would be a 4 steel pipe embedded in the ground 3 surrounded with concrete and at least 30' above the floor Jim Lierly Building Inspector City of Port Angeles 360- 417 -4816 jlierly @cityofpa.us 'Dave Falzetti' <Spagetti @q com> 11/12/2009 8 36 PM Thanks Jim Just to confirm I'm reading your message correctly You would not require the impact barrier in this case? So we are good to go? Dave Original Message From James Lierly <mailto.Jlierly @cityofpa.us> To Dave Falzetti<mailto Spagetti @q com> Sent: Thursday November 12, 2009 4 53 PM Subject: Re Furnace location change question Thank Dave for your email I can justify this location with ease The only thing that would have come into play here is an impact barrier resisting 6 000 lbs impact. Your centered roughly in between door openings and the post. we allow the units to be unprotected if they are out of the opening lines of the doorway Its not a one size fits all item we have to look at each one case by case Thank you for the opportunity to comment on this Jim Lierly Building Inspector City of Port Angeles 360 417 -4816 jlierly @cityofpa.us <mailto.jlierly cityofpa.us> [(11716/2609) James'Lierly RE Furnacel ocation change question Page 2:) 'Dave Falzetti' <Spagetti @q com<mailto Spagetti @q com» 11/11/2009 9 PM Jim if we were to move the furnace from the stairwell to the garage what problems would we have with code? I've attached a PNG image with the proposed changes I have the whole house in sketch -up now Very cool! The 3rd car bay is shielded by foundation wall The 1st and 2nd bays don't line up with the furnace area which is also shielded by an existing structural post. Cars would have to take out the post completely to reach the machinery What do you think? I'll talk to you soon Dave Dave Falzetti 640 DelGuzzi Drive 683 -6776 460 -7904 Cell PREPARED 11/04/09 8 13 40 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/04/09 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER D9- 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS August 26 2009 5 04 49 PM jlierly BLHD 01 9/09/09 JLL BLDG FRAMING HOLD DOWNS TIME 09 00 9/11/09 AP September 9 2009 8 55 50 AM 1pangrle WANT ACTION 809 0445 HOLD DOWNS MORNING September 11 2009 4 50 28 PM jlierly BL3 01 9/09/09 JLL BLDG FRAMING TIME 09 00 9/11/09 AP September 9 2009 8 55 01 AM 1pangrle WANT ACTION 809 0445 JOIST GIRDERS UNDER FLOOR MORNING September 11 2009 4 50 33 PM jlierly BL9 01 9/09/09 JLL BLDG SHEARWALL TIME 09 00 9/11/09 AP September 9 2009 8 56 11 AM 1pangrle WANT ACTION 809 0445 SHEARWALL MORNING September 11 2009 4 50 39 PM jlierly BLRI 02 9/21/09 JLL BLDG REBAR INSPECTION TIME 09 00 9/22/09 AP September 21 2009 8 36 33 AM 1pangrle ALAN 809 0445 REBAR MORNING September 22 2009 4 14 02 PM jlierly BL1 02 9/21/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/22/09 AP September 21 2009 8 36 00 AM 1pangrle ALAN 809 0445 FOOTING MORNING September 22 2009 4 14 02 PM jlierly BL2 02 9/22/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 9/22/09 AP September 22 2009 8 45 07 AM 1pangrle ALAN 809 0445 STEEL FOUNDATION WALL MORNING September 22 2009 4 15 24 PM jlierly BL9 02 11/04/09 JLL BLDG SHEARWALL November 4 2009 8 12 17 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 EXTERIOR SHEAR NAILING COMMENTS AND NOTES VE 2 r\ a ti,1 P 006 s (o 4 PREPARED 9/22/09 8 46 00 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/22/09 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/09/09 JLL 9/11/09 AP BL9 01 9/09/09 JLL 9/11/09 AP BLRI 02 9/21/09 BL1 02 9/21/09 BL2 02 9/22/09 SUBDIV MORNING September 11 2009 4 50 28 PM jlierly BLDG FRAMING TIME 09 00 September 9 2009 8 55 01 AM 1pangrle WANT ACTION 809 0445 JOIST GIRDERS UNDER FLOOR MORNING September 11 2009 4 50 33 PM jlierly BLDG SHEARWALL TIME 09 00 September 9 2009 8 56 11 AM 1pangrle WANT ACTION 809 0445 SHEARWALL MORNING September 11 2009 4 50 39 PM jlierly BLDG REBAR INSPECTION TIME 09 00 September 21 2009 8 36 33 AM 1pangrle ALAN 809 0445 REBAR MORNING BLDG FOUNDATION FOOTING TIME 09 00 September 21 2009 8 36 00 AM 1pangrle ALAN 809 0445 FOOTING MORNING BLDG FOUNDATION STEM WALL TIME 09 00 September 22 2009 8 45 07 AM 1pangrle ALAN 809 0445 STEEL FOUNDATION WALL MORNING COMMENTS AND NOTES PHONE (360) 681 3992 PHONE (360) 683 6776 PREPARED 9/21/09 8 53 01 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/21/09 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 83 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MORNING September 11 2009 4 50 28 PM jlierly BL3 01 9/09/09 JLL BLDG FRAMING TIME 09 00 9/11/09 AP September 9 2009 8 55 01 AM 1pangrle WANT ACTION 809 0445 JOIST GIRDERS UNDER FLOOR MORNING September 11 2009 4 50 33 PM jlierly BL9 01 9/09/09 JLL BLDG SHEARWALL TIME 09 00 9/11/09 AP September 9 2009 8 56 11 AM 1pangrle WANT ACTION 809 0445 SHEARWALL MORNING September 11 2009 4 50 39 PM jlierly BLRI 02 9/21/09 BLDG REBAR INSPECTION 3IMA 09 L\ September r 2 21 2009 9 8 8 36 33 AM 1pangrle ALAN 809 0445 REBAR MORNING BL1 02 9/21/09 BLDG FOUNDATION FOOTING TIME 09 00 \A September 21 2009 8 36 00 AM 1pangrle ALAN 809 0445 FOOTING MORNING ANINET_Is I e 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 affection of errors in said plan specifications and other dsta, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction -*c9 (1 p Approval Date II' C9 By al_ i \Vo 11- Revisions +he v RECEIVED -o� -6 (2 64 o DejGuaz; b r SEP 0 4 2009 1 -I 10em CITY OF PORT ANGELES BUILDING DIVISION i FILE 417 PROVIDE #4 BAR 0 6" O.C.E.W. IN THIS AREA #3 STIRRUPS (TYP 135' SEISMIC HOOKS, 2h" LONG (TYP ALL STIRRUPS -I ABOVE GRADE) FOUNDATION WALL OF MAIN RESIDENCE NOTE OPPOSITE SONOTUBE FOOTING IS MIRROR IMAGE (2) #3 STIRRUPS 0 TOP #3 STIRRUPS 8" O.C. MAX. WITH SEISMIC HOOKS (TYP ABOVE GRADE) #3 STANDARD STIRRUPS 0 8" O.C. MAX. (2) -#3 STIRRUPS BTM.-\ L 6" .,!L 1 CLR. LL CBSQ44 POST BASE #4 BAR CONT 12" O.C. #4 BARS 0 6" O.C.E.W. (PROVIDE MAT FOR 2'x2' SQUARE G d \L, AREA UNDER SONOTUBE, AS SHOWN) 0 000 0, 0L. W Q .'j' 4 EXISTING DRAINROCK nn n SECTIO F IF S4 TOP 2' FINISH GRADE (4) -y4 BARS VERT N -10"0 SONOTUBE (8' MAX. HT) L a (4) -dt4 J" BARS VERT J a a 8" A SONOTUBE FOOTING DETAIL Scale: NTS SCALE. NTS DATE. 9/4/2009 JOB NO: 09078 FILE. 09078 S1 TITLE. NEW S.F.R. FOR FALZETTI, DEL GUZZI DRIVE, PORT ANGELES, WA CUENT MILL CREEK CONSTRUCTION 4619 OLD MILL ROAD PORT ANGELES, WA 98362 SONOTUBE DETAIL ENOVIC P W►'� 1 2 ASSOCIATES PHONE: (:60)M -0501 INCORPORATED EMAIL: 2ENONCCEENOVIC.NET SHEET S4 OF 4 tozem as/wows -o De( GuZ D r 09'61 RECEIVED SEP 0 4 2009 CITY OF PORT ANGELES BUILDING DIVISION a MONIMium 111111111111111111 I 0 1 8-27 1D o. (S-ToG(- a►354»`(y PosT rsAS.& u1 OF FLIZ A OV FP--r 1 FJ P-6/ (9`f- DSO A /5i-/ AA to 3_C. fL O) TP IC Po /S 3 C.UGI� s19T4.*, A w /ate 63 31/2x I I -7 a f ,47/e 1F 1Q630 116` SHTav( To 11-0.4 w //1 ®3' t dL c. f4TT4c -ti LA/4_ Ta sit4_ Pe_63 i/ A 3S ■-1 PS 32" G C- (bMlo. 6 cc-# e s ,1u0-1tti thuort- r 1 Main Floor Revisions August 22, 2009 Scale '/4" 1 J 11' KITCHEN 10'X17'8 ARDEN WINDOW 4'X4' O 0 o o J 6' ='3 r V i. 0 2 i Q r 3' 4" t 121 Falzetti, 640 Del Guzzi Drive 8 C 3' .c L. 2 10 2' 0 3 2 a 1 4 8' 5' 4 3 6" s 3 8" 8 10 i 4 2 317 114 )p Qkc4,k Fi s,o 1.— 5 61'3° 01 '1 Q✓tc0104 'Lk 6L0c.-ON( r l3Twa JG►s1s, NAIL. 2x ►2 N '&96, k p b Tv v'2!' G et 1e Li W6/1 AL.161% Lo/ WALE As sti N1 '!L F eon &ATM, re) :eksT 0.1.0 6 c, fltrAcAt To P ro J r i--(mstru sfa,,P /'z t 1P i UN of Ft,19- aeovE rc I o.vt. Fug-- —(am wl5TI 36 SvtAP 1-41L Tv r-rNta °WV-- Pr; twt t6� 0th-41 l 4krit leAK9 A 11' 18' 2" 4' 3" A Deck 18'2 "x10'6" 6 ''4 4' '`1_ 3 3' 2" Deck 10' x 11 6" Falzetti 640 Del Guzzi Dave I Upper Flo�t s� August 22, 2009 I Scale 1/4" 1 7' n Sail 0 IA 1 8" 1 Y 2'6 "x4'SH MN Bath 4' 10" f—I S 6" 2'6 "x4' Glass Block 7 La 8' 6" ,.a PP .1 4' 2'6 "x6'8" Pair 2'10 "3'10" .4 5' ry a-- -3 8" r 'er Washer 6' 8' L7 1 r by Weyerha TJ-Beam® 6.30 Serial Number. 7004012143 User.2 6/27@0092:41:05PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.3o.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope0/12 All dimensions are horizontaL LOADS: Analysis is for a Drop Beam Member Primary Load Group Snow (psf): 25. Vertical Loads: Type Class Live Point(lbs) Snow(1 15) 3300 Uniform(plf) Snow(1 15) 309.0 SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 2.54' 2 Stud wall 3.50' 1.81' DESIGN CONTROLS: Maximum Shear (lbs) 5440 Moment (Ft Lbs) 22650 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Falzetti Residence Del Guzzi Drive Port Angeles, WA 98362 Tributary Load Width: 2' 4' 0 Live at 115 duration, 17.0 Dead Dead Location Application Comment 2244 6' 210.0 0 To 6' Replaces Vertical Reactions (Ibe) Live/Dead/UpliftlTotal 3236 2293 0 5529 2297 /1655/0/3953 Design 4839 22650 0.226 0.385 Control 11316 28290 0.406 0.608 RF -1 5 1/8" x 12" Glulam (24F V4 DF) 1 Detail Other By Others None By Others None Result Location Passed (43 Passed (80 Passed (1/646) Passed (L1379) Copyright 2007 by iLevel Federal Way WA. TJ -Beam® is a registered trademark of iLevel C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Schouten Falzetti \AF- 1r.sms a El 12' 6" Product Diagram is Conceptual. 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 Deflection Criteria: STANDARD(LL:L/360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 12' 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@hotmail.com Si V by Weyer TJ -Beam® 6.30 Serial Number. 7004012143 Use 2 8/27/2009 3:11:05 PM Page 1 Engine Version: 8.30.14 LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: T 6' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead SUPPORTS: Input Width 1 Stud wall 3.50' 2 Stud wall 3.50' DESIGN CONTROLS: Maximum Shear (lbs) 1913 Moment (Ft -Lbs) 4622 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Falzetti Residence Del Guzzi Drive Port Angeles, WA 98362 Design 1472 4622 0.147 0.195 Copyright 2007 by iLevel Federal Way, WA. Microllam® is a registered trademark of iLevel BM FLR -5 1 3/4" x 11 718" 1.9E Microllam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Bearing Vertical Reactions (lbs) Detail Other Length Live /Dead/Uplift/Total 2.66' 111500 /47940 1979 2.66' 1500/479/0/1979 Control 3948 8924 0.322 0.483 10. Result Passed (37 Passed (52 Passed (1/787) Passed (L/596) 11 1 Ply 1 3/4' x 11 7/8' 1.9E Microllam® LVL L1 1 Ply 1 3/4" x 11 7/8" 1.9E Microllam® LVL 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:L/360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 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 iLevel® prodiict 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 @hotmail.com •'n 1 3/4" x 11 7/8" 1.9E Microllam® LVL TJ -Beam® 6.30 Serial Number. 7004012143 User 2 827/20093:12:50PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.3o.,a CONTROLS FOR THE APPLICATION AND LOADS LISTED by Weyerha BM FLR-6 LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 1' 4' 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) 1500 479 10' 9" SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50' 1.50' 818 296 0 1114 End, Rim 1 Ply 1 1/4" x 11 7/8' 0.8E TJ- Strand Rim Board® 2 Stud wall 3.50' 2.68' 3 1482 509 /�0 1991 L1 1 Ply 1 3/4' x 11 7/8' 1.9E Microllam® LVL DESIGN CONTROLS: Maximum 1979 7453 Shear (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Falzetti Residence Del Guzzi Drive Port Angeles, WA 98362 Design 1895 7453 0.425 0.572 Copyright O 2007 by iLevel Federal Way WA. Microllam® is a registered trademark of iLevel Control 3948 8924 0.489 0.733 Result Passed (48 Passed (84 Passed (L/414) Passed (L/308) 15' 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:L/360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 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@hotmail.com S• BM FLR -1 3 1/2" x 11 7/8" 2.0E Parallam® PSL Ti -Beam® 6.36 Serial Number 7004012143 User.2 8/27/20093:14:48 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 8.30.14 by Weyerha DESIGN CONTROLS: Maximum Shear (Ibs) 3627 Moment (Ft Lbs) 10753 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Falzetti Residence Del Guzzi Drive Port Angeles, WA 98362 CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftITotal 1 Stud wall 3.50' 2.47" 2728 954 if 0 3681 2 Stud wall 3.50' 1.81' 1995/702 /0/2698 Design Control 3265 8035 10753 19902 0.275 0.439 0.371 0.658 Result Passed (41%) Passed (54 Passed (U575) Passed (L/426) 13' 6" LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 6' 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) Floor(1.00) 1483 509 3' 6' Detail L1 End, Rim Other Copyright C4 2007 by iLevel Federal Way, WA. Parallam® is a registered trademark of iLevel C. \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Schouten Falzetti \DA Bm.sms Product Diagram is Conceptual. 1 Ply 1 1/4' x 11 7/8' 1.3E TimberStrand® LSL 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® Location Lt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 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 iLevel® product design criteria and code accepted design values. The specific product application, input design Toads, 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 iLeve!® Custom product fisted above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@hotmail.com #3 STIRRUPS (TYP 135' SEISMIC HOOKS, 2X1" LONG (TYP ALL STIRRUPS) EXTEND DOWELS SPACED 0 6" O.C. INTO EXISTING FOOTING AND EMBED 6" MIN. INTO EXISTING J FOOTING USING SIMPSON SET EPDXY FOOTING OF MAIN RESIDENCE NOTE, OPPOSITE SONOTUBE FOOTING IS MIRROR IMAGE 1 CLR. (2) -#3 STIRRUPS 0 TOP 6" 1 TOP SECTION 2' 1 -6" SP CBSQ44 POST BASE M #3 STIRRUPS 8" O.C. MAX -11 r BARS VERT I 7-10 "0 SONOTUBE (8' MAX. HT (2) -#3 STIRRUPS BTM. (4) -p4 J" BARS VERT J N 8 FINISH GRAD #4 BARS 0 6" '7-'37 L= I° I \\V\ZNV\\ j RI RBED t/\///\/// N ATIVE MATERIAL SONOTUBE FOOTING DETAIL Scale: NTS SCALE. NTS DATE. 9/2/2009 JOB NO: 09078 FILE. 09078 S1 TITLE. NEW S.F.R. FOR FALZETII, DEL GUZZI DRIVE, PORT ANGELES, WA CLIENT MILL CREEK CONSTRUCTION 4619 OLD MILL ROAD PORT ANGELES, WA 98362 SONOTUBE DETAIL ENOVIC Li ASSOCIATES 301 E. 6TH STREET. SUITE 1 PORT ANGELES, WA 98362 PHONE. (360) 417 -0501 FAX: (360) 417 -0514 INCORPORATED EMAIL: ZENOVICOZENOVIC.NET SHEET S4 OF 4 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home 3000 sqft Owner Eaulzetti David 50 Jennings Meadows SEQUIM WA 98382 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 86 2500 ECH EL R SQFT FIRST 1300 4 00 27 5000 ECH EL R SQFT ADDITIONAL 500 Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL NEW RESIDENTIAL 152025 196 25 8/19/09 2/15/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 09 00000845 146850 640 DEL GUZZI DR 06 30 13 5 6 0090 0000 ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor Charged Paid Credited Date 8/19/09 JARMUTH ELECTRIC PO BOX 635 SEQUIM SEQUIM WA 98382 (360) 683 4104 681 12 Plan Check Fee Valuation 196 25 196 25 00 00 00 00 196 25 196 25 00 0 0 0 Extension 86 25 110 00 Due 00 00 00 Signature of owner or Electrical Contractor X Date MD INSPECTOR. _c1/ Virge 0 0 J1 08/14/2009 07 50 360- 681 -7272 City of Port Angeles Permit Application Building Division/Electrical Inspections 921 East Fifth Sheet P.O. Box 1150 Port Angeles Washington, 98362 Ph: (380) 4174735 Fu: (330) 417.4711 Date:2 C 1 1 2 Single Family Dwelling Multi -Family or Commercial' Commercial Addition Alteration Remodel Repair' Plan Review Ma/ Be Requi PIe Comptetp„Zect rm cal Plan Review Infoation Sheet Job Address: Building Square Footage: Description of above Owner Inf o Name: v a Mailing Address: City State: Phones a'3- (a77L Fax: License #1 Exp. Vnit Charge gyt 93.75 $113,75 $180.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 $116.25 5131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 5 86.25 27.50 3. y 57.50 86.25 43.75 Signature of owner electrical contractor or electrical administrator IR tcl A ip 1 tp_/yr Contra nfomretion Name; c -r Z 7i f Mailing Address: t l A Zip '$.3& 5 City State: Zip: 2rra& Z Phone: Fax: License Exp..34' Off;:: y_3 ii f Total (City Multiplied btUnit Charnel Service/Feeder 200 Amp. Service/Feeder 201.400 Amp. Service/Feeder 401.600 Amp. Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp, Branch Circuit W/ Service Feeder Branch Circuit WIO Service Feeder Each Additional Branch Circuit Temp, Service/ Feeder 200 Amp. Temp. ServicelFeeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp. Temp. Service/Feeder 601 -1000 Amp. Portal to Portal Hourly Sign/Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy SKVA System or Less .S" East ch Additional ion Square Ft. D Ea Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat I ?t Total Date: t /v a7 JARMUTH ELECTRIC RECEIVED AUG 19 2009 ELECTRICAL INSPECTIONS Cash Check I Credit Card I Oil, F1 L G' PAGE 01. Owner as defined by RCW.19.28.261. (1) Owner will occupy the structure for two years eftw this electrical permit is finalized. (2) Owner is required to hire an electrical conhsctor N above said property is for sale, rent er rease, Atter reading the above statement, t hereby codify that I am the owner of the above named property or a licensed electrical contractor I em making the electrical installation or alteration in compliance with the electrical !ewe, N.E.C. RCW. Chapter 19.28, WAC. Chapter 290 The City of Port Angeles Municipal Code, and Utility Specifications. DAT PERMIT INSPEC OWNER/CONTRACTOR -ahem trn-k ELECTRICAL INSPECTION WIRING REPORT 417 -4735 X1 -07 yO ADDRESS 614 PL (_,,>zzl 7 fc___ APPROVED NOT APPROVED DITCH ROUGH IN /COVER O 0. SERVICE FINAL CORRECTIONS NEEDED: 6 G T Da137 1 EZE_ t L S rn F PL (W0 L )...VPTH 1Zs4 cs i A e 46,b5-L R 1)1 or g c.2 Ac_ /1/trr F LEO- 0/4 g v) 2'J✓ l4Gd� /8 IZ 2 E D /J .SCE Tas cc 7442 f t L) fe, 216 1 7 1 6 13 `SDP Ts To Lam. "`r76 g70( (r1, So err.? c.SZ 6 2_ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE PREPARED 9/09/09 8 58 32 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/09/09 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV CONTINUED ONTO NEXT PAGE PHONE (360) 681 3992 PHONE (360) 683 6776 BL1 01 8/06/09 JLL BLDG FOUNDATION FOOTING 8/06/09 AP August 6 2009 8 27 59 AM pbarthol ALAN 809 0445 August 6 2009 4 26 35 PM jlierly BL2 01 8/18/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 4 55 00 PM 1pangrle ALAN 809 0445 FOUNDATION WALL MORNING August 18 2009 2 28 29 PM jlierly BFWP 01 8/25/09 JLL BLDG FOUND WATER PROOF TIME 01 00 8/25/09 AP August 25 2009 9 56 38 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 BASEMENT WATER PROOFING AFTERNOON August 25 2009 4 53 31 PM jlierly BLFD 01 8/25/09 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 8/25/09 AP August 25 2009 9 54 45 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 FOOTING DRAIN AFTERNOON August 25 2009 4 53 31 PM jlierly BFWP 02 8/26/09 JLL BLDG FOUND WATER PROOF TIME 10 30 8/26/09 AP August 25 2009 3 10 09 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 UNDERSLAB VAPOR BARRIER REQUESTS A 10 30 AM INSPECTION August 26 2009 5 04 49 PM jlierly BLFD 02 8/26/09 JLL BLDG FOUNDATION DRAINAGE TIME 10 30 8/26/09 AP August 25 2009 3 07 16 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 DRAINAGE REQUESTS A 10 30 AM INSPECTION August 26 2009 5 04 49 PM jlierly BLRI 01 8/26/09 JLL BLDG REBAR INSPECTION TIME 10 30 8/26/09 AP August 25 2009 3 09 32 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 FOUNDATION STEEL REQUESTS A 10 30 AM INSPECTION August 26 2009 5 04 49 PM jlierly DSD 01 8/26/09 JLL BLDG DOWN SPOUT DRAINS TIME 10 30 8/26/09 AP August 25 2009 3 08 53 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 DOWNSPOUTS REQUESTS A 10 30 AM INSPECTION August 26 2009 5 04 49 PM jlierly bie BLHD 01 9/09/09 BLDG FRAMING HOLD DOWNS TIME 09 00 September 9 2009 8 55 50 AM 1pangrle V WANT ACTION 809 0445 HOLD DOWNS PREPARED 9/09/09 8 58 32 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/09/09 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/09/09 1/1 BL9 01 9/09/09 SUBDIV MORNING BLDG FRAMING TIME 09 00 September 9 2009 8 55 01 AM 1pangrle WANT ACTION 809 0445 JOIST GIRDERS UNDER FLOOR MORNING BLDG SHEARWALL TIME 09 00 September 9 2009 8 56 11 AM 1pangrle WANT ACTION 809 0445 SHEARWALL MORNING COMMENTS AND NOTES PHONE (360) 681 3992 PHONE (360) 683 6776 PREPARED 8/26/09 10 02 08 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/26/09 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/D6/09 JLL BLDG FOUNDATION FOOTING 8/06/09 AP August 6 2009 8 27 59 AM pbarthol ALAN 809 0445 August 6 2009 4 26 35 PM jlierly BL2 01 8/18/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 4 55 00 PM 1pangrle ALAN 809 0445 FOUNDATION WALL MORNING August 18 2009 2 28 29 PM jlierly BFWP 01 8/25/09 JLL BLDG FOUND WATER PROOF TIME 01 00 8/25/09 AP August 25 2009 9 56 38 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 BASEMENT WATER PROOFING AFTERNOON August 25 2009 4 53 31 PM jlierly BLFD 01 8/25/09 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 8/25/09 AP August 25 2009 9 54 45 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 FOOTING DRAIN AFTERNOON August 25 2009 4 53 31 PM jlierly BFWP 02 8/26/09 L BLDG FOUND WATER PROOF TIME 10 30 August 25 2009 3 10 09 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 'UNDERSLAB VAPOR BARRIER REQUESTS A 10 30 AM INSPECTION 8/26/09 LL BLDG FOUNDATION DRAINAGE TIME 10 30 August 25 2009 3 07 16 PM 1pangrle BLFD 02 fV WANT ACTION CONSTRUCTION 809 0445 DRAINAGE REQUESTS A 10 30 AM INSPECTION BLRI 01 8/26/09 JLL BLDG REBAR INSPECTION TIME 10 30 August 25 2009 3 09 32 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 FOUNDATION STEEL REQUESTS A 10 30 AM INSPECTION DSD 01 8/26/09 JLL BLDG DOWN SPOUT DRAINS TIME 10 30 August 25 2009 3 08 53 PM 1pangrle WANT ACTION CONSTRUCTION 809 0445 DOWNSPOUTS REQUESTS A 10 30 AM INSPECTION COMMENTS AND NOTES PREPARED 8/25/09 10 03 47 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/25/09 ADDRESS 640 DEL GUZZI DR TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV COMMENTS AND NOTES BL1 01 8/06/09 JLL BLDG FOUNDATION FOOTING 8/06/09 AP August 6 2009 8 27 59 AM pbarthol ALAN 809 0445 August 6 2009 4 26 35 PM jlierly BL2 01 8/18/09 JLL BLDG FOUNDATION STEM WALL TIME 09 00 8/18/09 AP August 17 2009 4 55 00 PM 1pangrle ALAN 809 0445 FOUNDATION WALL MORNING August 18 2009 2 28 29 PM jlierly BFWP 01 8/25/09 JLL BLDG FOUND WATER PROOF TIME 01 00 •.4 August 25 2009 9 56 38 AM 1pangrle WANT ACTION CONSTRUCTION 809 0445 BASEMENT WATER PROOFING AFTERNOON BLFD 01 8/25/09 PHONE (360) 681 3992 PHONE (360) 683 6776 10;C BLDG FOUNDATION 200 9R 54 45 TIME 01 l e 00 August 25 2009 9 54 45 AM 1pangrle ACTION CONSTRUCTION 809 0445 FOOTING DRAIN AFTERNOON PREPARED 8/24/09 8 44 34 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/24/09 ADDRESS 640 DEL GUZZI DR TENANT NBA DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC OWNER DAVID B FALZETTI PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 681 3992 PHONE (360) 683 6776 PL1 01 8/24/09 PugusIN2 UNDER SLAB TIME 09 L j August 24 2009 9 8 43 26 AM 1pangrle ALAN 809 0445 UNDERSLAB PLUMBING MORNING COMMENTS AND NOTES PREPARED 8/18/09 8 27 28 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/06/09 JLL 8/06/09 AP BL2 01 8/18/09 JLL 640 DEL GUZZI DR DAVID FALZETTI WANT ACTION CONSTRUCTION INC DAVID B FALZETTI 06 30 13 5 6 0090 0000 09 00000612 RES NEW SFR INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING August 6 2009 8 27 59 AM ALAN 809 0445 August 6 2009 4 26 35 PM BLDG FOUNDATION STEM WALL August 17 2009 4 55 00 PM ALAN 809 0445 FOUNDATION WALL MORNING COMMENTS AND NOTES (360) 681 3992 (360) 683 6776 pbarthol jlierly TIME 09 00 1pangrle PAGE 3 DATE 8/18/09 PREPARED 8/06/09 8 31 07 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/06/09 ADDRESS 640 DEL GUZZI DR SUBDIV TENANT NBR DAVID FALZETTI CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681 3992 OWNER DAVID B FALZETTI PHONE (360) 683 6776 PARCEL 06 30 13 5 6 0090 0000 APPL NUMBER 09 00000612 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/06/09 J BLDG FOUNDATION FOOTING August 6 2009 8 27 59 AM pbarthol ALAN 809 0445 COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner Falzetti David 50 Jennings Meadow SEQUIM Permit Additional desc Permit pin number 150706 Permit Fee 72 50 Issue Date 7/28/09 Expiration Date 1/24/10 Qty Unit Charge 1 00 72 5000 Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98382 Charged ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00000740 999160 640 DEL GUZZI DR 06 30 13 5 6 0090 0000 ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 Contractor JARMUTH ELECTRIC PO BOX 635 SEQUIM SEQUIM (360) 683 4104 ELECTRICAL TEMPORARY SERVICE Plan Check Fee Valuation Per ECH EL -TEMP SRV 0 200 SRV FDR Paid Credited 72 50 72 50 00 00 00 00 72 50 72 50 00 Date 7/28/09 Due DATE. RESULTS g/310' 4 R WA 98382 00 00 00 00 0 Extension 72 50 Signature of owner or Electrical Contractor X Date INSPECTOR. 07/24/2009 09 49 360- 681 -7272 .OL /2I /20C9iTUE 01 46 PM DEPT OF COMM DEV JUL r 4 747J ELECTRICAL INSPECTIONS City of Port Angela Permit Application Outlding 01VNIONIEIeebtoal Inspectional 311 Eat Fifth Street— P.O. Boa 1180 Port Moats. WasMnpten, U3is Ph: (300) 417.4736 Felt (900) 07.4711 Date: 70 Oosatption of above Own Na Mallln City: Phone: ucenee$/ E Unit Cheese 1 83.76 1113.75 s1o"D.00 $206.00 $291.28 2.00 1 57.50 1 2.00 72.50 1 88,25 $118.23 1131.25 75.00 589:00 75.00 $50.00 50.00 3 93.76 1 80.00 1-86-.2s $2 57.60 im2 43,76 1 2 Single Family Dwelling Multi- Family of Common:ial' Commercial Addition 1 Adoration (Remode( Repair` Plan Review Mey Be Re ulred, Please Complete Electrical Plan Review Information Sheet Job Address: C4 UI tz- Building Square Footage: Address: State FaX Zip: Signature of Owner, electrical conteeterorelectrical administrator R ECELVEDEcTRic Contrectoyk formetion TIC— State; kVA_ Zip 7. 17 4e. G�l ll' Fax To at Multlnlled b (kilt Clam, Servloe1Feeder 20C Amp. Service/Feeder 201-400 Amp. Servloe1Puder401- BCDAmp. Service/Feeder 601.1000 Amp. Serd*WFeadvr over 1000 Amp, Branch Circuit Wt Service Feeder Branch Circuit WIO Service Feeder 3 Each AOdrtbnat tench Circuit 7.2. Temp. Service, Feeder 200 Amp, 3 Temp. SerWOelFaader 201.100 Amp, 3 Temp. Service/Feeder 101.800 Amp. Ternp. Service/Feeder 601 -1000 Amp. Parfet to Portal Hourly SignJONltne UgtMing 3 Signal Cbaftl United Energy Commercial 6 gnel Moult/ limited Energy 1 2 Fatally Dwelling 3 Signal CUwlti uniltsd Energy Mu*i- Family Ourself* MenNec!uted Morse Connecthn 3 ,Renewable Electrical Energy bKdA SyaMm or 1039 First 1300 She Ft Each Addmonsl Soo $quona Ft. or Portion d 1 Eel: Outbulleng or Detached Geroge Each mming Pool or Hat To a7.,. Ste. Total C Cess 0 coats Er CrsdltCard! PAGE 01 001 Owner se Oetined ey ACW 18.28261: (1) Owner woo occupy the atm:tura for two years after MIS electrical puma I (oohed, (2) Owner le recurred to biro en eleabloel convector Meba* sere property fa RY ask rant or hose. Myer readinf the a5ava *teem* I hereby gentry that I set the owner of the above named property Or a Ilansed elecldesl contractor 1 em nuking the eleatrleel Inutelletion Or alteration In centoeroeee the sleetrical liters, H E G, R. Chapter 1A28, WAC. CAappr296d68, The City ct pon Angeles Munkipul Code, one Uti lity $peolnoadone. Application Number 09 00000612 Application pin number 230568 Property Address 640 DEL GUZZI DR ASSESSOR PARCEL NUMBER 06 30 13 5 6 0090 0000 Tenant nbr name DAVID FALZETTI Application type description RES NEW SFR Subdivision Name Property Use Property Zoning Application valuation Application desc 2 610 SF SFR 725 SF ATT GAR 306 SF CVRD PORCH Owner DAVID B FALZETTI 50 JENNIES BLVD SEQUIM WA 98382 (360) 683 6776 Structure Information 000 000 2 610 Other struct into TOTAL Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Signature of Contract T \Policies \1102 15 [10/08] Qty Unit Charge Per Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Extension 1 00 980 0000 EA PW W/M 1 SERV 3/4 METER 980 00 Permit Additional desc Permit pin number Permit Fee DRIVEWAY INSTALLATION 149732 180 00 7/17/09 1/13/10 PUBLIC WORKS RES WATER SERV 149740 980 00 7/17/09 1/13/10 RIGHT OF WAY 149757 50 00 BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 RS9 RESDNTL SINGLE FAMILY 248295 CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 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 pres ,e to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of cons ructi n 7/./ 7/6 Contractor Plan Check Fee Valuation Date 7/17/09 WANT ACTION CONSTRUCTION INC P 0 BOX 1425 SEQUIM WA 98382 (360) 681 3992 SFR 725 ATT GAR 306 CVRD PORC LOT COVERAGE 7 40 VB YES 2 00 18834 00 1394 00 1394 00 1 00 00 0 Extension 180 00 Plan Check Fee 00 Valuation 248295 Plan Check Fee 00 r Authorized Agent Date Signature of Owner (if owner is builder) Date 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 IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 15 [10/08] PERMIT INSPECTION RECORD YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I I I I Application Number 09 00000612 Application pin number 230568 Issue Date 7/17/09 Valuation Expiration Date 1/13/10 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) June 26 2009 3 22 29 PM sroberds The proposal will result in development of a new sfr in the RS 9 for total lot coverage of 7% and site coverage of 11W No land use issues anticipated MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Owner will be responsible for asphalt restoration Construct driveway 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 July 1 2009 7 48 05 AM rbecker If you install a closed fire system you will need to install a double check backflow assembly If you install an open fire system you wiil not have to install a backflow assembly If you have any questions contact Ron Becker at 417 4886 or E mail me at rbecker @cityofpa us Other Fees T \Policies\ 1102 15 [10 /08] Qty Unit Charge Per 1 00 50 0000 ECH RIGHT OF WAY PERMIT CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 SANITARY SEWER HOOK UP 149765 135 00 Plan Check Fee 00 7/17/09 Valuation 248295 1/13/10 Qty Unit Charge Per 1 00 135 0000 EA SAN SEWER HOOKUP RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE Page 2 Date 7/17/09 248295 Extension 50 00 Extension 135 00 222 00 1510 00 4 50 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102 15 [10/08] RESIDENTIAL 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 IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R W PW/ CONSTRUCTION R.W ENGINEERING 417 -4831 PW.! ENGINEERING FIRE 417 -4653 I I I FIRE DEPT PLANNING DEPT 417 -4750 I 1 I 1 PLANNING DEPT BUILDING 417 -4815 I I BUILDING I I I I 1 1 I I I I o f POW' Fe N Ov a Application Number Application pin number Other Fees Fee summary T \Policies \1102 15 [10/08] Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000612 230568 Page 3 Date 7/17/09 PW WATER SYSTEM USE FEE 1510 00 Charged Paid Credited Due 1345 00 1345 00 00 00 00 00 00 00 3246 50 3246 50 00 00 4591 50 4591 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 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 IN A CONSPICUOUS LOCATION SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102 15 [10/08] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 41 -4815 I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT I BUILDING COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO Application Number 09 00000612 Application pin number 230568 Property Address 640 DEL GUZZI DR ASSESSOR PARCEL NUMBER 06 30 13 5 6 0090 0000 Tenant nbr name DAVID FALZETTI Application type description RES NEW SFR Subdivision. Name Property Use Property Zoning Application valuation Application desc 2 610 SF SFR 725 SF ATT GAR 306 SF CVRD PORCH Owner DAVID B FALZETTI 50 JENNIES BLVD SEQUIM WA 98382 (360) 683 6776 Structure Information 000 000 2 610 Other struct info TOTAL Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 149 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 1 00 6 00 3 00 1 00 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Unit Charge Per BASE FEE 5 6000 THOU BL -100 001 500K (5 60 PER K) ?(r (a°1 2)AUe F L.w rt Date Print Name T:FormsBuilding DivisionBuilding Permit CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT RESIDENTIAL 2 610 SF SFR 725 SF GARAGE 148908 1854 65 7/17/09 Valuation 1/13/10 MECHANICAL PERMIT RS9 RESDNTL SINGLE FAMILY 248295 Contractor Plan Check Fee 148916 150 90 Plan Check Fee 7/17/09 Valuation 1/13/10 WANT ACTION CONSTRUCTION INC P 0 BOX 1425 SEQUIM WA 98382 (360) 681 3992 SFR 725 ATT GAR 306 CVRD PORC LOT COVERAGE 7 40 Date 7/17/09 VB YES 2 00 18834 00 1394 00 1394 00 1 00 1205 52 248295 Extension 1020 25 834 40 00 0 Unit Charge Per Extension BASE FEE 50 00 14 8000 EA ME FURN /HP /FAU OR 5 TON 14 80 7 2500 EA ME VENT FAN (SINGLE DUCT) 43 50 10 6500 EA ME STOVE /FIREPLACE /MISC APP 31 95 10 6500 EA ME FUEL GAS PIPING 1 5 OUTLETS 10 65 e 6-2 Ho 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 gr ing 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 perfor nc of const ction. Signature of Contraior or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date 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 by 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 Pump Furnace FAU Ducts Rouqh -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts I FINAL Date Accepted by MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T Forms /Building Division /Building Permit Accepted By Comments Date Accepted By Application Number Application pin number Other Fees 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 09 00000612 230568 Permit PLUMBING PERMIT Additional desc Permit pin number 148924 Permit Fee 177 00 Plan Check Fee 00 Issue Date 7/17/09 Valuation 0 Expiration Date 1/13/10 Qty Unit Charge Per Extension BASE FEE 50 00 14 00 7 0000 EA PL- PLUMBING TRAP 98 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) June 26 2009 3 22 29 PM sroberds The proposal will result in development of a new sfr in the RS 9 for total lot coverage of 7W and site coverage of 11W No land use issues anticipated MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Owner will be responsible for asphalt restoration Construct driveway 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 July 1 2009 7 48 05 AM rbecker If you install a closed fire system you will need to install a double check backflow assembly If you install an open fire system you wiil not have to install a backflow assembly If you have any questions contact Ron Becker at 417 4886 or E mail me at rbecker@cityofpa us RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Page 2 Date 7/17/09 222 00 1510 00 4 50 1510 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) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date 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 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 Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T:Forms /Building Division /Building Permit Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Comments FINAL Date Accepted by PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping I SHORELINE. FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Application Number CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000612 Application pin number 230568 Fee summary Charged Paid Credited Page 3 Date 7/17/09 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) Due Permit Fee Total 2182 55 2182 55 00 00 Plan Check Total 1205 52 1205 52 00 00 Other Fee Total 3246 50 3246 50 00 00 Grand Total 6634 57 6634 57 00 00 T.FornsBuilding Division/Building Permit IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type 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 AIR SEAL. Walls Ceiling FRAMING c JoistsXGirdersXJnder Floor) Shear Wall/Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date g- ct q-- ISk -t, -4 2.- to I -la 1- 26- 10 1- Oct 9 -R -4 �t II -OR Inspection Type Electrical Construction R.W PW Engineering Fire Planning Building Accepted By -T LL- L -rL L- S LL- Comments (30.5emeant- wct} ct e ra +4 8- 25-0/ rL'.. u n clog-stab Var r. bakt -,'enr 8 -26 09 ?c.c. +rain&ge. 2 4o 0 5 2 n4 s 4-1o,n -fee 7 b A 1 '3' Doton pout's g -Z6 -oi1 7u-- R &boar 4 -Z I--na {-ooii Nord 5ict,e, For CarAi(elrersv(}PatO eat fouvNa oyt toa9t 24 oQ TLV 24 1--1 o Showty- pa D-L.4.- FINAL Date 10 1- Accepted by `J Q L-tiat chew- rtat j 11-`4 -o9. 7'LL FINAL Date O Accepted by IL SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 tD lo L L- 12 11 C o -77- I 1 7 10 ?L-t- F ‘N) V c ,✓©s BOISE" Single 5 -1/4" x 18" VERSA -LAM® 2.0 3100 DF Floor BeamIFB02 BC CALM) 2.0 Design Report US 1 span I No cantilevers 1 0/12 slope Friday July 10, 2009 10:12 Build 285 Job Name: 07079 HYMOWITZ Address: City State, Zip: Customer Code reports: ESR -1040 BO, 5-1/4" LL 5,087 Ibs DL 1,534 Ibs Load Summary Taa Descriotion 1 Standard Load 2 3 4 Bearing Supports BO Post B1 Wall /Plate Page 1 of 1 Controls Summary Pos. Moment Neg. Moment End Shear Uplift Total Load Defl. Live Load Defl. Total Neg. Defl. Max Defl. Span Depth i Value 33,391 ft -Ibs -4,210 ft -Ibs 5,436 Ibs 275 Ibs L/488 (0.514 L/635 (0.395 0.021" 0.514" 13.9 Cautions Uplift of 275 Ibs found at span 1 Right. Load Type Unf. Area (psf) Conc. Pt. (Ibs) Conc. Pt. (Ibs) Conc. Pt. (Ibs) Dim. IL x WI Value 5-1/4' x 5-1/4 6,621 Ibs 3 -1/2" x 5-1/4' 6,532 Ibs 21 -06.00 Total Horizontal Product Length 21 -06-00 Ref. Start Left 00 -00 -00 Left 08 -06 -00 Left 12 -06 -00 Left 16 -00 -00 Allowable Duration 47 7% 100% 4.5% 133% 30.3% 100% n/a 49.2% 56.7% 41% 51 4% n/a Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1 Maximum Toad deflection criteria. Allow Allow Support Member n/a 32.0% n/a 47 4% File Name: BC CALC Project Description: FB02 Specifier Designer Company ZENOVIC ASSOCIATES, INC. Misc: End 21 -06 -00 08 -06 -00 12 -06 -00 16 -00 -00 Case Span 1 1 Internal 7 1 Internal 1 1 Left 7 1 Right 1 1 1 1 7 1 1 1 1 Material Unspecified Unspecified N/ I?Sl B1 3 -1/2" LL 5,018 Ibs DL 1,514 Ibs Live Dead Snow Wind Roof Live 100% 90% 115% 133% 125% Trib. 40 10 11 -09-00 -3,215 n/a 3,215 n/a -3,215 n/a Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation. BC CALC®, BC FRAMER® AJSTM' ALLJOIST® BC RIM BOARD BCI® BOISE GLULAMTM" SIMPLE FRAMING SYSTEM® VERSA- LAM VERSA -RIM PLUS® VERSA -RIM VERSA STRAND®, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction All codes must be complied with (Please read and follow each item) SPECIAL NOTE. Check item #59 first to see if enaineerina will be needed because-of lateral design issues. GENERAL 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining. walls Occupancy of the home will not be allowed until there are no slopes steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted- soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports. 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self- furring or furred -out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY 3 Inspection of shear wall nailing roof sheathing to blocking nailing and hold downs must be requested in addition to standard inspections and before such items are covered up Please specify shear nail roof nail or hold -down inspection when you request these they may be done simultaneously if ready 4 This plan is approved for OSB or plywood exterior wall sheathing only unless the approved, plans at the time of permit issuance reflect other materials being used Any change to wall sheathing material after permit issuance must be submitted to the city for review prior to installation An additional plan review fee will be assessed 5 'Tyvek' or equal approved weather resistive barrier (15# felt is OK) required on the exterior side of all walls regardless of the type of siding used This includes garage walls gable portion of end walls and cripple walls (at stepped foundation conditions) Apply over exterior sheathing or over studs in single -wall construction T -1 -11 or similar panel siding must have 'Tyvek' or equal over the studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of house plan must match site plan dimensions Verify any special requirements for buildings located close to property lines R302 T 3uilding,Hai douts /Residential Plan Review Guide .res (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24" min height, 20' min. width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1. 9 Safety or tempered glass shall be. used. in windows that are .(R308 4) Adjacent to a door (24 arc of either edge of the door in a closed position) That are closer than 18' to floor (AND individual pane is more than 9 s f top edge more than 36" a.f f and walking surface within 36' horizontally of the window in question) Walls enclosing a tub or shower (AND 60 ".of the drain or within 60' of walking- surface) R308 4 Adjacent to stairways landings and ramps within 36" horizontally of a walking surface (AND less than 60" a.f f of the walking surface) Adjacent to stairways within 60" of the bottom tread of the stair in any direction (AND less than 60" aff) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls and underside of the stairway R311 2 2 11 Stairways shall have 10' min tread and 7 3/4 max rise R311 5 12. Provide 36" high guards (with 4" max. spacing on rails) at porches balconies and raised floor surfaces. more than 30" above adjacent ground or floor R312 1 13 Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back -up R313 1 14 Garage /house separation wall is 1/2" GWB door must be 20 min rated or 1 3/8" solid -core If living space above use 5/8' GWB Type 'X" at the ceiling AND 1/2" GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways 'must have a Tight located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70's f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24 (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401.2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6" in the. first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that, exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 2 of 8 t r 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with 1 /2 X 10" J -bolts with a 2' X 2' X 3/16" plate washer Anchor bolts to be placed a maximum of 12' and no closer than 3 '/2 from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further. than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23 .6" clearance required from finish grade to foundation mudsill plate R319 24 3 1/2" (min thickness for all concrete slabs -on -grade R506 1 25 Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in .height), Footing supporting single story- 12' wide X 6" thick. Foundation wall supporting single story- 6" thick Footing supporting two stories- 15 wide X 7' thick. Foundation wall supporting two stories- 8" thick. Foundations that support more than two stories require an engineered design 26 Footing and fnd REINFORCEMENT for two pour-system walls NOT•over 5 feet in height) (Footings supporting single or two stories) One continuous #4 horizontal rebar placed at center of footing with 3" (min' clearance from. dirt. (Foundation walls notover 5 feet in height) One continuous #4'horizontal rebar placed within the top 12" of the wall #4 vertical rebar placed at 48 'inches o c max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12' wide (min and extend to 24" below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8' above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2' minimum slab thickness When a monolithic system is used to support heated spaces an R -10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum.of 12" below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET- SETTING IS NOT allowed for the alternating hooks into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18 "x 18 x 8' (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Reside, tial Plan Re.'iew Guidelines (Rev 03- 8 -09) Page 3 of 8 31 Access shall be provided to all under -floor spaces Access openings through the floor shall be a minimum of 18" x 24 Openings through a perimeter wall shall be a minimum of 16' x 24 R408 3 32. Under -floor spaces shall be ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil .black polyethylene or approved equal shall be laid over the ground within crawl spaces The ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502 1 6 7 34 The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection. R408 35 Thickened -slab footings must be 12' min total depth (top of conc slab to bottom of footing 12" total) (Revised from IRC) 36 Foundation cripple walls, shall be framed of studs not less in size than the studding above Cripple walls with a height Tess than 14 inches shall be sheathed on one side with a wood structural sheathing or shall be of solid blocking Cripple walls count as.an additional. "story' for lateral purposes .R602.9 FLOOR FRAMING 37 18" (min) clearance beneath all floor joists and 12" (min) clearance beneath floor girders (beams) in crawl spaces R308 38 Span of all joists (including 2" level joists) must meet minimum live Toad of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2' level or other supporting elements must meet minimum live and dead load requirements R301 5 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure- treated posts) R319 R407 41 Solid -sawn floor joists shall be blocked at all bearing points Engineered floor joists shall be installed per manufacturer's specifications R502 7 42. Cutting drilling and notching of floor joists shall not exceed the limitations in .Figure R502 8 43. Cutting drilling and notching of engineered I- joists shall be in accordance with the manufacturer's specifications R502.8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross sectional area to the area of the load imposed and shall not be reduced in size at any point. 45. Wood members supported in concrete or masonry pockets shall have a 1 /2 inch air space provided at tops, sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building /Handouts /Residential Plan Review Guidelines (Rev 03 18 09) Page 4 of 8 E 47 Sawn lumber floor joists shall have 1 (min) bearing and shall lap 3 min at intermediate girders Engineered I- joists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48. Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4 49 Floor cantilever spans shall not, exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502 3 3 (1) shall be permitted when supporting a light framed bearing wall- and roof only R502 3 3 50 Block in between floor joists.. beneath all interior braced walls (for walls perpendicular to .joists) or align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3 5 52. Non -load bearing stud .heights shall be in accordance with Table R602 3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602 2 54 Where joists trusses or rafters are spaced more than 16" o c and the bearing studs below are spaced at 24 o c such members shall bear within 5" of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58. Fire blocking required at dropped ceilings, soffits coved ceiling areas and every ten feet horizontally and vertically at framed walls R602.8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2 2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC. The following are items that constitute. an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building /Handouts /Residpntial Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams :holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR.. The .most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this -are areas of discontinuous diaphragms especially 'changes in .plate line heights which also are considered as separate 'roofs and therefore make the building IRREGULAR C In any elevation of the exterior the braced walls from. an upper level wall must :NOT occur over a window or .door In. general this means that the windows of the upper story must align with the windows of the lower story There. are some exceptions based on up- sizing the header in the window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a .balcony overlook area or a courtyard :area), exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When braced wall lines do. not occur in two perpendicular directions .(such as portions of the house or garage at an angle to the rest of the building) then your proposed house is IRREGULAR. G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR. Stepped foundations that create a daylight basement situation:. are. OK under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of panels (4 foot braced panels 2 -8' aft. braced panels and 24 or 16' portal frames COUNT as 48' .of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1 story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2 floor above H Portal Frame for Garages (16' side panels 8 foot max. high walls 20' side panels 10 foot. max. high walls) Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) J Alternate Braced: Walls —first floor of two -story condition (2' -8" min width X 10 foot max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box 'nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs.(3000 pound capacity hold- downs) There are some provisions for.plate lines up to 12 feet high see Table R602.10 6. (basically a wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels —no hold -downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slab -on -grade floors ONLY) 16" min width for one -story structures 24 min width for first floor of 2 -story i Building /Handouts /Residertial Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 N Alternate Braced Walls— single -story condition (2 -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) O Alternate Braced Walls —first floor of two -story condition (2' -8" min width X 10 foot max height) sheathed on BOTH interior and exterior sides, of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices @furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min ,length for 12 feet high) P Simpson Brand StrongWalls —this method is still available following all the manufacturer's specifications for connections Q. Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63 1 Floor Conditions Braced wall (any of the methods listed above)=must start at no more than 12 5 feet away from the corner of the braced wall lines and then at every 25 feet (min) along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) 'must .be' within 12 5 .feet of the corner of the wall line in question R. Standard four (4) foot panels on 2 levels can start at no more than 12.5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65 Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2. U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2" GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt 6' -0" o c. or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions �f all girder trusses point Toads onto headers must have headers sized accordingly point loads over 5000 Ibs onto double -top plates must be checked for bearing capacity Use Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc) and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (6 12 and over DO NOT require Ice shield) R905 2 7 1 T 9 iiding /Handouts /Residential Plan Rev■ew Guidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must'be provided at 1/150 of the attic area or 1 /300 of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sq in. /vent, ridge vents at 12 sq in. /foot) R806 1 71 Attic mechanical equipment need light and switch near opening and electric outlet. Access opening to- such mechanical equipment must be no further than 20 feet from equipment with 22" wide' (min walkway from access opening to the equipment. 72. Attic access required 22' X 30" and shall be in hallway or other readily accessible location. R807 1 MECHANICAL 73'. Appliances located in agarage or carport shall be protected from damage from vehicles .M1307 3.1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2.(305 3) 75. Ductwork that extends below grade (such as in the garage floor) shall be encased in 2' min concrete on all sides and bottom in addition .to .the R -10 insulation foam board 603 8 IMC 76. Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shall be. reduced 2 5 feet for each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 77 Flex duct 'connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78.'FIex.duct shall be supported every 4 feet and have no sag that exceeds 1 /2 per foot. 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed with approved tape or mastic 80 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen 50 cfm min in laundry room and one fan sized for whole -house ventilation 302 2.2 WSVIAQ 81 Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured to structure with straps around tank at 1/3 points to resist lateral displacement. M1307 2 PLUMBING 83 Cleanouts shall be installed on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5 feet in length from the main line A cleanout shall also- be installed on the exterior of the house within 24 inches of the foundation wall level with final grade and shall have a threaded type cap installed 84 30" min width for toilet and 24 clear space in front of toilet (UPC) 85 Water heaters pressure relief and the required drain pan shall have a drain that is 3 /4 ID copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 1/4 Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 Floor Areas Proiect Type Brief Description. Check all that apply 'New Construction o Addition o Remodel o Repair o Demolition Re -roof %Heat System o Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant D taN1 lb Z Ak-2 TI -I 51kg -Aik C ?ox Phone 3 C,a C)S3 ed 7(,) (Ilehi Property Owner StAnN AS t ov£ Phone 3�,6 45 2345I (.v(6) Property Owner's Address sn p,►,;.it' WA 9839)2 Contractor ,Ali E k-( Ro4D s IJA&A 4e2-7 o,o esr. ii■tc. Phone Contractor's Address 360 681 ..3992 6 caurr1 g12 I1(Rr "kb `x$38,2 License \A,�AA.trAe(9 3 Ex E -mail t j,,/qurarroav/novyraoCT;o„1 3 dltigit Ca VI PROJECT ADDRESS 6) 4 O i>e 2-2t t r Parcel Number 0630 i? 5 0090 Lot 9 Zoning R S 9 yr Residential t' Multi- family Commercial Industrial St (NS 6t FAMtL' H6L1.S o House garage o other .2 o tear off re -roof o lay over one layer ,Heat pump wood burning stove gas fireplace5o pellet stove other Existina (sp. ft.) Posed (sp. ft.) For City Use Only Date Received_ Permit e Approved Basement .9 ir, 85^ per sq. ft. 33 6G 0 1 S Floor 1 i SAS` j t7 2 "d Floor 1030 P n 3 Floor J Garage 5fik; u 725 .5 -O. r� 5 Carport •'one hock? a Covered Porch 30( .1 Z. 3 r C72. Deck 59-1 'I Shed Other TOTAL VALUATION c2 4 g) 5 ()Pk (IW e- o` gilt; rKP.. Total footprint of structures 1 2 )clz), 2.5 sq ft. Lot size 1 $3 9 sq ft. Lot coverage 1, 4 Site Coverage the amount of impervious surface on a parcel including structures paved driveways sidewalks patios and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage- t 1.O(o Max. height of proposed structures C ft. Occupancy group of bedrooms `'3 Will a lawn sprinkler system be installed? N t) Occupant Toad of full baths 2- Will a fire sprinkler system be installed? Vf Construction type 57 icy- of half baths I e vii- r I 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 peen is are required, and to obtain permits prior orkiin on p rojects. Date O c t Print Name �4vrb 7 E. Ztfl J. Signature 24 1 T:Forms /Building Division /Bldg Pen vit.coc; 1 �cC�� o11;t1 6440 00 3 I3 p ct \-C)1 .PW,W0-.4v_virz:"5 5,A 03 5V Lot CITY GOVERNMENT Site Information. Lot: Address (040 D£L 0221 OP— City `c G ."1-ES State k R Zip Contact. OA''i t D Phone 6 3 (776, Phone 2 K 7 2S FAX. PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only Permit Notes (q-,(2/ Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing ":Giazing Factor. Door. Wali Wall Wall Option, Area:% of U- Ceiling: Vaulted :Abov :Interior Exterior Floor Floor Vertical Overhead Factor Ceiling Grade Below Below Grade Grade Unlimited Group R -3 IV and R -4 0 35 0.58 0.20 R -38 R -30 R -21 R -21 R 10 R 30 R 10 Occupancies Only This Project complies with the following: The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. 'V All building components meet the requirements listed above. 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. 2 Exception 2 One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U- factor listed above Location of the door(s) taking exception Typc of Heat Source. ELECZ'P-IC gEi,.T Slab:on Concrete Please complete and return Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Contact. Information Site contact: Contractor Electrician: Excavator Project Type Single- family residence Commercial Overhead service Underground service Project Information Street address lot number Nearest cross street: Electrical Load Total square footage Voltage Check all that apply No Load Change Supporting Documentation Applicant's Signature In'o; ation form.xls to Public Works Utilities Department Ds, I s I✓k1 c RDeroN 50 ,kcra rat Es Bk.-.11> n City State ZIP S.F u tt -A W A- _I 9)32) 2 Daytime Phone. 300 461 SLSI Home Phone' 3( e 4,3 07 (if other than above) Name Street: Title Name (Daytime Phone 1 Name.G Rc js Company' (Daytime Phone: -360 (D% 1 399 2- Name Company Daytime Phone SCO b`2) 3 (a y IName p C 1}mERo,J (Daytime Phone Existing 9 x39' 2 New ❑Multi family residence of units Subdivision; of lots ❑General service LIOther• Description of work: I 0/..) CZ. S 11 el..) 1 lv.+ -ire D2 C4022I t 1 L—rrr 9 u1.So6" Desired connection date 1 AUGUST 1 S 2.00c Electrical transformer serving property is on a pole on the ground '2(0 sq ft. 0120/240 1ph 0120/240 3ph 11 residential loads (Lighting 1 A/C ton) IS Clothes Dryer gi Water Heater ILI 14 a. Main disconnect size 32v amps 0120/208 3ph 0277/480 3ph 0480 3W 3ph Other refrigerator dishwasher washer) 1K Hot Tub EX) Pumps 1 Hp) Hp) Other Range /Oven Heating Elevator EIectrlcai Information Form 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 a of all motors over 50hp Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 i.) Pkwr RctleN Co, sTP-- uc?ie Iti Company BGGN6 rS .ek cAvATn INS Date. 6('I.P 10 v MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF L Scale 1" 20' a 20 40' I w 60' LEGEND O SET HUB 0- SET BENCHMARK SPIKE IN FACE OF TREE 1/2 REBAR CAP Z &A LS28071 (PREVIOUSLY SET) 2,g L OT LINE B6 332.57 332,OZ B4 331.56 co ca 8 87'22'29 "E 187.31 S243 09 321.23 SPIKE LOT 9 18,834 SQ FT #640 BUILDING SETBACK LINE Oa 20 WIDE DRAINAGE EASEMENT PER THIS PLAT NOTE. THE AVERAGE ELEVATION OF NATIVE GROUND AT THE BUILDING CORNERS IS 330 46 FEET THE MAXIMUM ALLOWED HEIGHT OF THE STRUCTURE I 360 46 FEET THE MAXIMUM ELEVATION OF THE BOTTOM OF THE FOOTING MUST BE LOW 324 07 2,g to SCALE. 1 20 DATE. 7/22/09 JOB NO: 09078 SHEET ,,1\\•••••••••∎•,,,,,,,,,,,,,ij S HEET _OF 1 HUBS HAVE BEEN SET AT BUILDING CORNERS ELEVATIONS ARE SHOWN TITLE: 1 LIENT HOUSE LAYOUT LUDWICK SUBDIVISION LOT 9 640 DEL GUZZI DRIVE PORT ANGELES, WA. 3p SARAH PEXTON ENOYIC HI 80 JENNA BLVD I ASSOCIATES SEGJIM, WA 98382 301 E. 6TH ST. STE. 1 PORT ANGELES, WA 911362 PHONE. ;360) 417 -0501 FAX, (350) 417 -0514 EMAIL, ZENO NCOZENOMC.NET