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HomeMy WebLinkAbout1628 W. 8th Street Address: 1628 W 8t" Street PREPARED 5/15/15, 9:29:42 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/15/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1628 W 8TH ST SUBDIV: TENANT, NBR: ROBERT & JANE WILLICUT CONTRACTOR : PHONE OWNER ROBERT AND JANE WILLICUT PHONE (360) 452-2779 PARCEL 06-30-00-0-2-5240-0000- APPL NUMBER: 11-00000355 RES ADDITION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ^ July 17, 2013 4:31:50 PM jlierly. BL99 01 5/15/15 BLDG FINAL May 15, 2015 9:31:30 AM Jlierly. Noel 460-3162 --------------------- ------------------------------------------------------------------- PERMIT: ME OW MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 2/26/13 JLL MECHANICAL ROUGH-IN 2/26/13 AP February 26, 2013 9:14:39 AM pbarthol. Noel 460-3162 February 26, 2013 4:48:02 PM pbarthol. ME6 01 2/18/15 PB MECHANICAL GAS LINE 2/19/15 AP February 18, 2015 11:25:45 AM pbarthol. noel 460-3162 February 19, 2015 10:09:06 AM pbarthol. ME99 01 5/15/15 May FINAL May 15, 2015 9:31:53 AM Jlierly. --------- -- -- ------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 6/06/13 JLL PLUMBING ROUGH-IN 6/06/13 AP June 6, 2013 8:31:46 AM pbarthol. Noel 460-3162 June 6, 2013 4:23:27 PM jlierly. PL99 01 5/15/15LL PLUMBING FINAL May 15, 2015 9:32:05 AM Jlierly. Ls ------------------------- ----------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 a Application Number . . . . . 11-00000355 Date 5/02/11 Application pin number . . . 381815 Property Address . . . . . . 1628 W 8TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-2-5240-0000- Tenant nbr, name . . . . . . ROBERT & JANE WILLICUT on your state excise tax form Application type description RES ADDITION Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 121320 ---------------------------------------------------------------------------- Application desc 992 SQ. FT. ADDITION & REMODEL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROBERT AND JANE WILLICUT OWNER 1332 BLACK DIAMOND RD PORT ANGELES WA 98363 (360) 452-2779 --- Structure Information 000 000 992 SF ADDITION & REMODEL --- Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . 992 SF ADDITION & REMODEL Permit pin number 184176 Permit Fee . . . . 1143.45 Plan Check Fee 743.24 Issue Date . . . . 5/02/11 Valuation . . . . 121320 Expiration Date . . 10/29/11 Qty Unit Charge Per Extension BASE FEE 1020.25 22.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 123.20 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit pin number . 184283 Permit Fee . . . . 196.35 Plan Check Fee .00 Issue Date . . . . 5/02/11 Valuation . . . . 0 Expiration Date . . 10/29/11 Qty Unit Charge Per Extension BASE FEE 50.00 5.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 36.25 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 6.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 88.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit pin number . 184291 Permit Fee . . . . 156.00 Plan Check Fee .00 Issue Date . . . . 5/02/11 Valuation . . . . 0 Expiration Date . . 10/29/11 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 her ' 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 r ulati nstruc,Iion or the performance of construction. x. 111 r civ Date Print Name Signature of Contractor or Authorized Agent Signature of er(if owner is builder) T:Forms/Building Division/Building Permit M BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION i 321 EAST 5TH STREET, PORTANGELES, WA 98362 Page 2 Application Number . . . . . 11-00000355 Date 5/02/11 Application pin number . . . 381815 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form BASE FEE 50.00 to the Cit of Port Angeles 11.00 7.0000 EA PL-PLUMBING TRAP 77.00 Y y 1.00 7.0000 EA PL-WATER LINE 7.00 (Location Code 0502) 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments April 22, 2011 3:03:31 PM Brian 417-4708. Electrical permits will be required to alter service. Contact electrical inspector for details. The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1495.80 1495.80 .00 .00 Plan Check Total 743.24 743.24 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 2243.54 2243.54 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit i r BUILDING PERMIT INSPECTION RECORD , PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Rebar5 2�Cj-ll ILL- Footings A&W VerficAl wall 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 AIR SEAL: Walls Ceiling FRAMING: �� �5�ur�✓S Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: /1 Slab V Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: ,Footing/Slab 1131ocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: (� Parkin /Lighting ESA: Landscaping SHORELINE: v FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE YP Inspection Type Date Accepted By P Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 �p Building 417-4815 O 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 S Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Rebar 5--U-(t ILL- Footings Re6w Ver+c4l wall Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In --- Water Line Meter to Bldg) Gas Line ^� Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: �'L� D�►lirl�s/`s �„ ��2�p/rZ Joists I Girders/Under Floor Shear Wall/Hold Downs QQ Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab v/ , Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: C Parkin /Lighting ESA: {� Landscaping SHORELINE: vx FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE �p Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 (� Building 417-4815 . O T:Forms/Building Division/Building Permit • ORTNGELES `- WAS H I N G T O N, U. S. A COMMUNITY & ECONOMIC DEVELOPMENT July 2, 2012 Robert Willicut 1332 Black Diamond Road Port Angeles, WA 98362 RE: Building Permit Extension Permit #11-355 (1628 W 8th Street) Dear Mr. Willicut: I am writing regarding the above permit extension request submitted by you on July 2, 2012. We have granted your request for extension until October 29, 2012 (this is 18 months from the issue date for the permit). If you are unable to complete the work in that time, please contact us in advance of the new expiration date to discuss your options. If you have any questions, please let us know. Sincerely, 4ufila atw� Heather Catuzo Building Permit Technician 321 E 5th Street Port Angeles, WA 98362 hcatuzogcityofpa.us 360-417-4817 City of Port Angeles Department of Community and Economic Development Building Division,Attn: Heather 321 East 5th Street Port Angeles,WA 98362 June 30,2012 � y � 'T' Ok- Good Morning— Thank you Heather for the reminder call you made to inform me of the impending mid-July expiration of my building remodel permit. The date had escaped me in the focusing on several other things... We have recently completed 98%of the total wiring of the house and should conclude and be ready for inspection the first week of July. We decided to start the electrical before commencing on the plumbing for the house, but that will be the next focus. Since this is a family project,some family issues have prevented me from accomplishing as much,or as rapidly,as I would have preferred, but we are attempting to make things happen soon. To say that they can be finished by mid-July seems unrealistic so I am writing to, renuest a cox month extension. But yes,things are happening there now! Would you please allow a permit mid-July extension for my remodel of 1628 West 8`h Street,application number 11-00000355? Thanks for your consideration. Sincerely, Robert J. Willicut RECEIVED JUL - 2 2012 CITY OF PORT ANGELES BUILDING DIVISION PROJECT STATUS UPDATE Permit# I "�5 Date: CP'*�&' R01�+ ' h�i ( CK 2 I phoned the. Applicant I at 4 -A Property Owner at Contractor at I (left a phone message, discusse The permit (has expired, or will expire so�What is the status of this project? Please call and schedule a final inspection. Or Submit a "permit extension request" letter. Or Let me know if the project is abandoned. Y 0 IA/y W "�W,5 Ion T:Forms/Building Division/Project Status Update PREPARED 1/26/12, 9:55:38 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/26/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 1628 W 8TH ST SUBDIV: TENANT, NBR: ROBERT & JANE WILLICUT CONTRACTOR : PHONE OWNER ROBERT AND JANE WILLICUT PHONE (360) 452-2779 PARCEL 06-30-00-0-2-5240-0000- APPL NUMBER: 11-00000355 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------- ------------------------------------ BLRI O1 5/26/11 JLL BLDG REBAR INSPECTION TIME: 01:00 5/26/11 AP May 26, 2011 8:08:54 AM 1pangrle. NOEL 460-3162 REBAR AFTERNOON May 26, 2011 4:46:31 PM jlierly. ufr 20' installed at rear near meter and panel/jll BLRI 02 6/07/11 JLL BLDG REBAR INSPECTION TIME: 09:00 6/07/11 AP June 6, 2011 11:13:35 AM 1pangrle. NOEL 460-3162 "REBAR VERTICAL WALL" MORNING June 7, 2011 4:40:14 PM jlierly. BLHD O1 1/26/12 JL' v BLDG FRAMING HOLD DOWNS � ( January 26, 2012 9:47:13 AM pbarthol. Noel 460-3162 -------------------------------- COMMENTS AND NOTES ------------------------ -------------- PREPARED 6/07/11, 8:44:22 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/07/11 ------------- - -------- ADDRESS . : 1628 W STH ST SUBDIV: TENANT, NBR: ROBERT & JANE WILLICUT CONTRACTOR : PHONE OWNER ROBERT AND JANE WILLICUT PHONE (360) 452-2779 PARCEL : 06-30-00-0-2-5240-0000- APPL NUMBER: 11-00000355 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------—---------------------—---- A BLRI O1 5/26/11 JLL BLDG REBAR INSPECTION TIME: 01:00 l 5/26/11 AP May 26, 2011 8:08:54 AM 1pangrle. v NOEL 460-3162 REBAR / AFTERNOON V May 26, 2011 4:46:31 PM jlierly. ufr 20' installed at rear near meter and panel/jll BLRI 02 6/07/11 LL BLDG REBAR INSPECTION TIME: 09:00 June 6, 2011 11:13:35 AM 1pangrle. NOEL 460-3162 \ "REBAR VERTICAL WALL" MORNING -------------------------------------- COMMENTS AND NOTES -------------------------------------- / p \\ \e, e2 OVA PREPARED 5/26/11, 8:10:12 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/26/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1628 W 8TH ST SUBDIV: TENANT, NBR: ROBERT & JANE WILLICUT CONTRACTOR : PHONE OWNER ROBERT AND JANE WILLICUT PHONE (360) 452-2779 PARCEL 06-30-00-0-2-5240-0000- APPL NUMBER: 11-00000355 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDEN'T'IAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI 01 5/26/11 BLDG REBAR INSPECTION TIME: 01:00 May 26, 2011 8:08:54 AM 1pangrle. NOEL 460-3162 REBAR AFTERNOON -------------------------------------- COMMENTS AND NOTES -------------------------------------- rOKr�,,, BUILDING PERMIT APPLICATION Print in ink "NN- CITY OF PORT ANGELES ff For City Use Only: Attn: Building Permit Technician Date Received L}-20 1 321 E. Fifth St., Port Angeles, WA 98362 Permit# It-S515. (360) 417-4815 fax (360)417-4711 Date Approved Applicant s-cs�^ ,�1r ��' Ph' e` 4CD 2^2�I"� Property Owner C- PYA 05,yu_, ltnll4C. Phone 46J-2?-GC Property Owner's Address t362, Q fll�.vvta,r�2 (�.� (dor S, 81 COS Contractor 5, rAM2ct5 gbq�re Phone Contractor's Address 151AO..4-5eb0 re. License # Expires E-mail U.;i kkl�Q LCOY" PROJECT ADDRESS 4- Parcel Number` s? 0(D30000 Zi:j;24(Xcn0 0 a Lot :toning Project Type & Brief Description: -Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply ❑ New Construction )<Addition XRemodel c�v-e4b Repair G�,RCcL\ \lrW1 CZ-1e ❑ Demolition Re-roof louse ❑ garage ❑ other ❑ tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other Other Floor Areas Existing(sq. ft.) Proposed(sq. ft. Basement F„4-o„�Q @ $ per sq. ft. _ $ 1s' Floor 4Nb 95- 00 Z b� 2nd Floor 2�RIE cc 85=©0 2160 3rd Floor Garage 746g Carport Covered Porch _ Deck 30`` 0-�f grovndl 470 - Shed Other(Z 'lz reMode-I L '" '3 7 ytls � TOTAL VALUATION $ I Z� Jib Total footprint of structures �2.J45`} sq. ft. T Lot size 10��O sq. ft. = Lot coverage Z3<3 % 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) 4)104 Site coverage—3�1',—% Max. height of proposed structures 2C ft. Occupancy group #of bedrooms _ Will a lawn sprinkler system be installed? Nro Occupant load #of full baths Will a fire sprinkler system be installed? hr" Construction type #of half baths LAnT14- 1 have read and completed this application and know it to be true and correct. l am authorize'o appl pem�t and understand that it is my responsibility to determine what permits Aare required, and to obtain permits prio16 working cts. 0 Date-4- -1 Print Name Vw��11• �kk1 W� Signature / T:Forms/Building Division/Building permit application PL Verk I( TR S 1 zb AIL- �s NOTES Permit# -3 x0f Ab C)w he-,r w k, A , q/91111 '41-7,-7 �'�►'► 1 n eer-� C 0-1 Gul t T:Forms/Building Division/Notes ctx ro., co C4 ✓ N +,o- . to co 04 f f 0 f J r M1 r `3fo 4 N C, 4k A.A�Cia �— t3 — c�S If.►`, ZD 22 r d a. 4620 t3 4�Bd�D ' room o r� G).4 0j,?ORT+Nr 's PRESCRIPTIVE APPROACH-SIMPLE FORM --- For the Washington State Energy Code (WSEC)2009 Edition Climate Zone 1 CITY GOVERNMENT Site Information: Building Department Use Only: Lot: c..�� -;Z;�S"1 �B7�k Vsx' Permit Address: 6 2 '3A Notes: City: POv-�-- CS State: VSAM Zip: °e)3(03 Contact: Qc)'Icpr ` Phone: AJ5Z—Z711 9 Phone 2: 'Gk -226,-D FAX: fd'6'-� WSEC Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL OR DUPLEX CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U-Factor Door Wall Wall . Wall Vaulted InExterior Slab on Option Area % of U- Ceiling Ceiling Above Below Below Floor Concrete Floor Vertical Overhead Factor Grade Grade Grade R-49 / III Unlimited 0.30 0.50 0.20 or R-38 R-38 int TB R-21 R-21 R-10 R-30 R-10 U=0.029 2' adv 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. 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. ❑ 602.6 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: Type of Heat Source: C' tC �—i,. T:Forms/Building Division/Prescriptive Approach-Simple Form 1 ,qY- I� rf � a r c S� \ cm to f� ` \ svl� rnRs Gtr \ \ R co Cera- t r� N '�` M �rneinl!r n Electrical Information Form f Public Works&Utilities Department(360)417-4700 City Electrical Inspector(360)417-4735 Please complete and return to Public Works& Utilities Department Permanent service: Name: Name and address of party Street: V�67- responsible for permanent City I State I ZIP: C} �V1 wi 5363 service billing? Daytime Phone: 452_ Home Phone: o, 22Cv0 other than above) Site contact: Name: SaV�R� 0.S QbtrV Title: Daytime Phone: Contractor: Name: Scn vvAle— Company: Daytime Phone: Electrician: Name: "G q \ Company:&K'Y2,,M\ Daytime Phone: �}� ^ 222 Excavator: Name: 5MVK2--1 Company: Daytime Phone: • •+ Existing ❑New •Single-family residence ❑Multi-family residence;#.of units ❑Commercial ❑Subdivision; #of lots 'Overhead service EJ General service ❑Underground service ❑.Other: • • Description of work: Street address/lot number: WoZ`B 1�-A eAZ Si �-6t- 8 E=*Si Nearest cross street: Desired connection date: Electrical transformer serving property is: P�on.a pole ❑ on the ground !TIMM, I . . Total square footage: �1 v sq.ft. Main disconnect size: 320amps Voltage: X120/240 1 ph ❑120/208 3ph ❑277/480 3ph ❑120/240 3ph 0480 3W 3ph ❑ Other 25Standard residential loads (Lighting, refrigerator, dishwasher, washer) Check all that apply: ❑A/C (_ton) a Range/Oven ❑Hot Tub RClothes Dryer Heating ❑Pumps (_Hp) ❑No Load Change ;!�Water'Heater ❑Elevator(_Hp) ❑Other • • • Please provide a copy of the following: *Detailed plot plan (.dwg or .dxf format mandatory for subdivisions). 'Electrical one-line drawing showing the servicegntrance panel and location. "Connected load data. 'Size and locked rotor am of all ors ver 50hp. Applicant's Signature: Date: 26 MAIL OR DELIVER COMPLETED FORM TO: 321 E 5TH STREET; PORT ANGELES, WA 98362 FAX TO: 360-417-4711 WS WF Information form.xls iv:!P':'v'IcS.t..IG'i;TtFtvGR`,'Oric iri;':I formation form Revised 1-15-09 Clallam County Assessor& Treasurer - Property Details - 58277 ROBERT AND JANE ... Page 1 of 2 Clallam County Assessor& Treasurer Property Search Results > 58277 ROBERT AND JANE WILLICUT for Year 2011 -2012 Property Account Property ID: 58277 Legal Description: LOT 8 AND E2 LOT 9 BL 252 Geographic ID: 0630000252400000 Agent Code: Type: Real Tax Area: 0010-PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N \*6V1- Township: Section: Range: Location Address: 1628 W EIGHTH ST Mapsco: PORT ANGELES,WA 98363 Neighborhood: Cycle 5 Res Map ID: 3 Neighborhood CD: 10955130 Owner Name: ROBERT AND JANE WILLICUT Owner ID: 60013 Mailing Address: 1332 BLACK DIAMOND RD %Ownership: 100.0000000000% PORT ANGELES,WA 98363 Exemptions: Taxes and Assessment Details Property Tax Information as of 04/20/2011 Amount Due if Paid on: NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. First Second Half Half Base Base Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 152940 ST SCH-STATE SCHOOL $153.82 $153.81 $0.00 $0.00 $0.00 $307.63 2011 152940 CC-GEN-COUNTY CLALLAM $84.92 $84.90 $0.00 $0.00 $0.00 $169.82 2011 152940 SD#121 -SCHOOL DISTRICT#121 $201.07 $201.05 $0.00 $0.00 $0.00 F $402.12 2011 152940 CITY PORT ANG-CITY OF PORT ANGELES $196.04 $196.01 $0.00 $0.00 $0.00 $392.05 2011 152940 PORT-PORT OF PORT ANGELES $11.95 $11.95 $0.00 $0.00 _ $0.00 $23.90 2011 152940 NTH OILY LIB-NORTH OLYMPIC LIBRARY $35.61 $35.61 $0.00 $0.00 $0.00 $71.22 2011 152940 HOSP#2-HOSPITAL#2 $34.86 $34.85 $0.00 $0.00 $0.00 $69.71 2011 152940 WSMET PK DIST-WILLIAM SHORE MET PARK DIST $10.60 $10.59 $0.00 $0.00 $0.00 $21.19 2011 152940 CITY-STORMWATER-CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $0.00 $72.00 2011 152940 WEED-CONTROL-WEED CONTROL $0.82 $0.81 $0.00 $0.00 $0.00 $1.63 2011 -152940 TOTAL: $765.69 $765.58 $0.00 $0.00 $0.00 $1531.27 2010 41231 ST SCH-STATE SCHOOL $152.28 $152.27 $0.00 $0.00 $304.55 $0.00 2010 41231 CC-GEN-COUNTY CLALLAM $81.03 $81.04 $0.00 $0.00 $162.07 $0.00 2010 41231 SD#121 -SCHOOL DISTRICT#121 $197.24 $197.24 $0.00 $0.00 $394.48 $0.00 2010 41231 CITY PORT ANG-CITY OF PORT ANGELES $187.62 $187.63 $0.00 $0.00 $375.25 $0.00 2010 41231 PORT-PORT OF PORT ANGELES $11.39 $11.39 $0.00 $0.00 $22.78 $0.00 2010 41231 NTH OLY LIB-NORTH OLYMPIC LIBRARY $23.54 $23.55 $0.00 $0.00 $47.09 $0.00 2010 41231 HOSP#2-HOSPITAL#2 $33.24 $33.25 $0.00 $0.00 $66.49 $0.00 2010 41231 WSMET PK DIST-WILLIAM SHORE MET PARK DIST $10.58 $10.58 $0.00 $0.00 $21.16 $0.00 2010 41231 CITY-STORMWATER-CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $72.00 $0.00 2010 41231 WEED CONTROL-WEED CONTROL $0.82 $0.81 $0.00 $0.00 $1.63 $0.00 http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=0&year=2011&prop_id=58277 4/20/2011 Structural Calculations For: Single Family Residence Addition 1628 W. Eighth St.-0—` Port Angeles,WA 98363 TPN 0630000252400000 PREPARED FOR: RECEIVED Robert Willicut APR 2 8 2011 1332 black Diamond Rd. Port Angeles,WA 98363 CRY OF PORT ANGELES �] (360)452-2779 BUILDING DIVISION � 17 NTI JOB NUMBER WILB1101 **LIMITATIONS** NTI Engineering&Land Surveying has been retained in limited capacity for this project. Both Design and Calculations have been based on information provided by the client,who is solely responsible for the accuracy of said information.The Engineer assumes no respons�ility or liability for any element of this project not specifically addressed in or by these calculations,totalling IX sheets(including this cover), nor is any responsibility to be assigned to the Engineer. Any alterations to the design of this project MUST be brought to the attention of the engineer for consideration as to the impact that they will have to the engineered design. Any and all deviations from the engineered design, not approved in writing by the engineer,will make these calculations NULL and VOID. The signature on the"Original Set'of calculations will appear in Blue ink �R1NE R. B Q� OF WAS 9/ NTI www.nti4u.com 44468 NTI ENGINEERING& LAND SURVEYING FSS/ONAL 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 ❑ Engineers ❑ Land Surveyors ❑Geologists ❑ Construction Inspection ❑Materials Testing (360)452-8491 FAX 452-8498 E-Mail:info@nfi4u.com ®Boise Cascade Single 5-1/8" x 16-1/2" BOISE GLULAW 24F-V4/DF Floor Beam1F1301 BC CALC®3.0 Design Report- US 1 span No cantilevers 10/12 slope Wednesday, April 20, 2011 Build 440 File Name: BC CALC Project Job Name: Description: FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: AITC 117-2004, LA-01365 Misc: z i 20-00-00 B0,5-1/2" B1,5-1/2" LL 4,000 lbs LL 4,000 lbs DL 2,606 lbs DL 2,606 lbs SL 2,500 lbs SL 2,500 lbs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Trib.(in.) Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 20-00-00 40 12 10-00-00 2 Roof Load Unf. Area(psf) L 00-00-00 20-00-00 12 25 10-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure POS. Moment 41,997 ft-lbs 80.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 7,437 lbs 43.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U285 (0.808") 84.1% 2 1 output as evidence of suitability for Live Load Defl. U400 (0.577") 90.0% 2 1 particular application.Output here based Max Defl. 0.808" 80.8% 2 1 on building code-accepted design Span/Depth 14.0 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with Bearin SU %Allow %Allow current Installation Guide and applicable g pports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/2"x 5-1/8" 9,106 lbs 38.0% 49.7% Douglas Fir or ask questions,please call B1 Post 5-1/2"x 5-1/8" 9,106 lbs 38.0% 49.7% Douglas Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Notes ALLJOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. i Of r 1 Page 1 of 1 ®EfoiseCascade Single 6 x 6 DFL #2-Post BC COLUMN®3.0 DESIGN REPORT- US ASD 8'0"Column Freestanding Build 440 File Name: Column.BCL Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: WCLIB Misc: Updated: Wednesday,April 20, 2011 16:39 Load Summary Live Dead Snow Wind Roof Live 5.5" Tag Description Load Type Start End 100% 90% 115% 133% 125% FreestanColumn 5.5" 1 Conc. Pt. (lbs) 08-00-00 08-00-00 5,000 3,606 3,500 ding Bracing Elevation Sheathing Top 08-00-00 Base 00-00-00 Controls Summa o Load Value /o Allowable Duration Case Col. Compression n/a 60.4% 115% 2 1 Top Slenderness Ratio 17.45 34.9% 100% 8'0" Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. Notes i A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability fora particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide de and the applicable buildingcodes.To obtain an Installation i Guide or if you have any questions,please call 800 232-0788 ( ) before beginning product installation. BC CALCO,BC FRAMER®,BCI®,BC RIM BOARD- BC OSB RIM BOARDTM',BOISE GLULAM-,VERSA-LAM®, i VERSA-RIM®,VERSA-RIM PLUS®,VERSA-STRAND rm,VERSA-STUD®,ALLJOISTO and AJSw are trademarks of Boise Cascade,L.L.C. I i I i l � Not to scale � J Page 1 of 1 to Y S O T3-0 R ©( DATE: N NTI Engineering & Surveying 9 DESIGNED BY: Northwestern Territories, Inc. w PROJECT. ,r Engineers■ Land Surveyors■Geologists■Materials Testing FOR: 1 r,�,�{^ ��' 717 SOUTH PEABODY■ PORT ANGELES, WASHINGTON 98362■(360) 452-8491 SHT ,� OF www.nti4u.com info@nti4u.com MECAWind Version 2 . 0 . 2 . 7 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaenterprises.com Date 4/19/2011 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Program Files\MECAWind\Default.wnd Detailed Wind Load Design(Method 2) per ASCE 7-05 Basic Wind Speed(V) = 100.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0. 11 Bt = 1.00 Am = 0. 15 Bm = 0. 65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 .42 : 12 Slope of Roof (Theta) = 20.21 Deg Ht: Mean Roof Ht = 19. 13 ft Type of Roof = Gabled RHt: Ridge Ht = 21.21 ft Eht: Eave Height = 17.04 ft OH: Roof Overhang at Eave= 1.33 ft Roof Area = 1062.00 ft^ 2 Bldg Length Along Ridge = 44 .00 ft Bldg Width Across Ridge= 20.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0. 167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427 .06 ft Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0. 94 Gust2: 0. 925* ( (1+1.7*lzm*3. 4*Q) / (1+1.7*3. 4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0. 18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) beta h L z B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) _ -0.89 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 19. 44 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0. 80 Roof Area = 1062.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures Perpendicular to Ridge Wall Cp +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.50 -11.76 -4.76 Side Walls -0.70 -15.07 -8.07 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 21.21 13.21 0.91 1.00 19.87 10.01 17.01 21.77 5.0 13.0 16.00 8.00 0.86 1.00 18.72 9.23 16.23 21.00 12.4 82.5 8.00 .00 0.85 1.00 18.47 9.06 16.06 20.82 19.7 210.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.67 -14.57 -7.57 Windward - Max Cp -0.16 -6.14 0.86 Leeward Perp to Ridge -0.60 -13.42 -6.42 Overhang Top (Windward) -0.67 -11.07 -11.07 Overhang Top (Leeward) -0.60 -9.92 -9.92 Overhang (Windward only) 0.80 12.90 12.90 MWFRS-Wall Pressures Parallel to Ridge Wall Cp +GCpi(psf) -GCpi(psf) Leeward Walls -0.29 -8.29 -1.29 Side Walls -0.70 -15.07 -8.07 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 21.21 13.21 0.91 1.00 19.87 10.01 17.01 18.30 1.9 5.0 16.00 8.00 0.86 1.00 18.72 9.23 16.23 17.53 4.7 31.4 8.00 .00 0.85 1.00 18.47 9.06 16.06 17.35 7.5 80.2 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge CP +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 9.6 ft -0.90 -18.37 -11.37 9.6 ft to 19.1 ft -0.90 -18.37 -11.37 19.1 ft to 38.3 ft -0.50 -11.76 -4.76 38.3 ft to 44.0 ft -0.30 -8.46 -1.46 (� OP I� m 2'-4' T-d 2'-5' VL p Nd q'-2" q-P 3.-6" 3'-6.. Y-6" 6._6^ Z �• �d m -j SLDR 5040 9LDR � Y� I jI I I L7F- 0 SMOKE DETECTOR1110 VOLT REm11RED)ALLSMOKE AT RY DE E_TOIMUST 90UI4DTOGETHER5OSD � EXHA115m Ji SII SII Q' I OSD n w w wl O I b b b ml I BEDROOMmI I m l m r BEDROOM - BEDROG>Rl WNDOW I I I I ml I OSD MN. FT. ON Z UNOBSTRUCTED OPENING v m WITH MIN.p4'HEKaHT I l i 9 !14'MAk.FLOOR TO li 0 SILL HEpGHTPE)TYPICAL MIN.ORE R BEDROOM j II I O I _ I 5040 9LDR 2 4636 DR 4636 9LD71q _Ilf I II LL 3"-0" 3'-0' 6'-8' S-Y 2—r 2"-6' 6'-8' 2'-d 5"-6" 24'-d 14'--1' 44.-0' i UPPER FLOOR PLAN O FH (N �W) , ( I I I III IIS S--I -; � I: I I ry II 1 •LP PI 016iiI O.C.II i I ! i I �I I •j , u'5,1122A. I I Ij I O `m F IST D I O�I I I BIL 9T C ILI I L Jc le\T 1 ,t—�''�—�• ��I r T1 m TMS 1 I � I II I I� Iilij 'IUB II'U'S3I5I'ti!12P-SI2 TjTP!,uNb.I 1 ID45IOTANTI tiIh JAM EIL riv L 11 1 11 J m I 1i4'X II T/e'LP LVL RIM BD.(TYPJ O I I w dJT 'BACK ROOF AND CEILINGAND I WTO NEW BEAM W/'S, FRAMING TO RFEMAIN I Lue26 nP. I -- - ---I - UPPER FLOOR PLAN l— --' NOTE: UPPER FLOOR FRA IJ ALL CONSTRUCTION TO ADHERE TO THE CURRENT INTERNATIONAL RESIDENTIAL CODE. 2.) MIN.SOIL BEARNG PRESSURE.B0m PSF DRAWING No. of 3J USE P.T WOOD FOR EXPOSED INPOST,BEAM. �j FLOOR JOIST,I DECKING UNO. Ate_�J SV 2 UPPER FLOOR FRAMING 4J ALL POST TO BENZ CONNECTIONS TO BE MADE _ W•81180N•STRONG TIE'OR ErUIVALENT. PROJECT No. r1yr SJ VERIFY ALL DIMENSIONS N THE FIELD. L.-,4-e,4-6ti Locals ' �4 = �. (�S3•Z jxS Imb ASLC 7-v5 U NO 5s . I. 117 ry = l- 5a7 S = Ll 130531y1, 117) = d. ?g 4j II,W-I+ I1,N-3� t y71) S-0) y215 �i.�t-� 4-/J.y-11� 0;yU py".14. 74'bL /�.a-I ) �= 1, 1 S lory V = 01 Li LA/ i r"d 77psf (j e' � rnt=cA w, Ce,D V&kA) 1,V 66 w; d - a L 7 7P s�' ( �/ + �', 17'� _ l 7 7, �'�O l-f �- Querns U@ 0 = 17 7, 9p If� 3%�, _ .� �(o�.$# ,y-= � to6�. , = 13 3. fA(�Ve✓ +40 a0. 1 V,�gd = ' 77. pif � 'O�a Iti�1) = 3913.8# Y= 39i3. , I95, -7p if V� = 177. °! If ��� _ (a�l5, P 3 GO p 4--2rvA-4 U No-,l w; C - 177. 9 G bdue) V&C) b-0, + 1 5 � = o2(oti8.f� 1J �t,14>;',S y too. Lv UeA44 a/ r, N S )0 T R 06 1 DATE: L_ - / NTI Engineering & Surveying DESIGNED BY: Cz Northwestern Territories, Inc. W PROJECT: F t o,(\ Engineers■ Land Surveyors,Geologists■Materials Testing a FOR: 717 SOUTH PEABODY■ PORT ANGELES, WASHINGTON 98362■(360)452.8491 _ ��' www.nt!4u.com info@nti4u.com SHT: OF 11 5'-3" 4'-4 TTPICAL ROOF CONSTRUCTION O Z ; COMPOSITION ROOFING 1N' m Q ON 15 FELT O/ We ('7 B V4'61P PANEL V CL7" u 4ap C. REATT DECK TO r EW ADDITIONA 5 RELOCATED ~ 7t ELECTRICAL 0 jg PANEL i i Q 6068 SLD GL.DR 7060 at-0146L.DR � y (�� NEW Z.9H. 7/4X10 CEDAR FASCIA J L CONT.GUTTER I I W SMOKE DETECTORNv�vv UTILITY I z d (110 VOLT REQUIRED) ;•yf[; I — -- --- BATTER"BACKUP J N e E HIN.T00 ALL SMOKE DETECTORS >Y 9 p CR9 EXHAUST I Z ar MUST SOUND TOGETHER �t L/JM,1M.50 T P r- FAN X IEXNAUSFAN z �W O X Od p VENTti w 'r D"It TO ISLAND e I Oso p"4• OUTSIDE OIO ' b I DEDROOM MIK 50 CFM (NEW) EXHAUST FAN b I 3068 �e ;, Aa 6 I/1'91P PANEL d Yy. e O BATH i ;��_ _ - STORAGE b MIN 50 CFM y� O EXHAUST FAN 10 O b. OSOUP 3/4'T-r.PLTWOOD GLUED AND NAILED O/tli l/S'LP LPI 36 16'OL. 1 1/4'X II l/S'LP 5/8'G7U8. RIM BOARD Z CCN_5TOOP 8_5. 5_T <7 L SIP PANEL WALLS 91P PANEL WALLS NEW CONSTRUCTION EXISTING EXISTING NEW CONSTRUCTION (\ 24._0. 5JILDING K•_0• 1 ].�� _n 44,-0" :, 1'4x11►i1 n MAIN FLOOR PLAN Q LU z 7 ` a EXISTING TO REMAIN or WITH 3* 3'X 1/4660.•W48HER T WITHIN D'OF SILL END / ADD INSULATION oa MIN.OF(7)BOLTS PER PLATE IF NECESSARY j N U / Af= •4 TOP AND a w �24'OL.IF WALL Jr.OVER 24- / BACK MIL FILL I ��y. )cs VAPOR BARRIER I m • '4 46' 'V} " m /l O/C"VERT ,.-yp�.Fl.�!1' GRADE {'DIA DRAIMTO I_!/ \'.I6•....' (2)-4'. / \DAri1GHT T7P. I� CONT. N V1 NEW FOUNDATION— -11, OUNDATIONMAIN FLOOR PLAN TYPICAL WALL SECTION TYPICAL WALL NOTE: 2 yr.r-a SECTION IJ ALL CONSTRUCTION TO ADHERE TO THE CURRENT INTERNATIONAL RESIDENTIAL CODE. 2J MIN.SOIL BEARING PRESSURE•1500 PSP DRAWNG No. of 3.) USE PT WOOD FOR EXPOSED POST,BEAM, FLOOR JOIST,N DECKING UNO. 4J ALL POST TO BEAM CONNECTIONS TO BE MADE PROJECT No. UU'SIM90N'8TRCN5 TIE'OR EQUIVALENT. 5J vERIFT ALL DIMENSIONS IN THE FIELD. N/s 309'�.�� ' ll` ( 3' Cdnven.-�f u�k a• LJn✓t'v��lditA 6-1 VV Seise--. ,C = D. 3mCy`� `� IF' QL VC I0 = a61. 1L If s d T 30 R D DATE: NTI Engineering & Surveying DESIGNED BY. >. Northwestern Territories, Inc. PROJECT _ - 4 4 r.? Engineers■ Land Surveyors■Geologists■Materials Testing a 0 a ` '� ��' 717 SOUTH PEABODY■PORT ANGELES, WASHINGTON 98362■(360) 452-8491 FOR: W SHT OF www.nti4u.com info@nti4u.com A B C1 C2 C3 C4 C D E F G H I Horiz. Roof Width Floor Width Lateral Diaph. Wall Panel Wall Panel Wall Panel Wall Panel Total Panel Roof Dead Transferred Wall Dead Floor Dead Transferred Line# Load Length #1 #2 #3 #4 Length Load to Wall Load Wall Height Load to Wall (pounds) (feet) (feet) (feet) (feet) (feet) (feet) (psf) (feet) (psf) (feet) (psf) (feet) Line 1, Upper Floor 2668.5 20 41 6i 4 14 121 3.5 10 Line 2, Upper Floor 8 3913.8 20 9.25 9.75 19 12� 3.5 10 Line 3,Upper Floor 1245.3 20 4 - ----- 8 6 4 14 12 3.5' 10 g Line 4,Upper Floor 2119 44 q E9.5! 111 6.5 31 121 10 100; g Line 5,Upper Floor 2648.8 44 4 5.5 61 6.5 22 12' _ 10 101 8� I i Line 6, Lower Floor 5281.5 20 4 8 4 _ 16 101 gl — Line 7,Lower Floor 7746.2 20 15 10 _ 12 _ 1 _ 25 10 8 Line 8,Lower Floor 2464.7 201. 12' 5 ' 12 11 —~- -— 17' _ 1 Line 9,Lower Floor 4731 44� 10' 8 121 4, 10 _ 3.5 6.51 24 10 81 12! 10! Line 10, Lower Floor 6305.6 44' 9.25 3 --- t-- _ - 5, 3 -- 6.51 __ _ 18_.75 10 --- 12i 10' Line 11, Lower Floor 1044.81 441 51 _ 2.5 2.5! 3 13 —- 10 8 12 J K L M N O P Q R S T U V Overturning Overturning Overturning Overturning Righting Righting Righting Righting Holdown Wall Moment Wall Moment Wall Moment Wall Moment Wall Moment Wall Moment Wall Moment Wall Moment Wall Holdown Wall Wall Panel Line# Roof Shear Shear Floor Shear Panel#1 Panel#2 Panel#3 Panel#4 Panel#1 Panel#2 Panel#3 Panel#4 Panel#1 #2 (plf) (pif) (plf) (ft#) (ft#) (ft#) (ft#) (ft#) (ft#) (ft#) (ft#) (pounds) (pounds) Line 1,Upper Floor ___133 191 - _ 6099 9149 _ 6099 __ 586' 1318 586 0 33 -- Line 2, Upper Floor 196! 206_ 15243 16067 - +--- ' _1378 1305 --_ 3132 3479 j 1309--1-291- 586 291 Line 3,Upper Floor _ 62' 89' _ _ 2846 4270 2846 _ 586 1318 5861 565 492 Line 4,Upper Floor _48 68t _ _ 21 iT 5195 6015 960 5415 j 7260 1268 307 X23 Line 5, Upper Floor 60i 120 -- ---- _ _38531 5298 5779 _ 960 _1815 2160 1268 — 723 6331 -�_- 3 Line 6,Lower Floor i 330 131 10563 21126 10563 — � -- — ----- _ - , - -- ---1 ----— —�1 - r-- - 2384 2449 Line 7,Lower Floor �- -- 1027! _ -- + -- 1536 384. 310 192 37182 24788 _ 1516 2239 Line 8, Lower Floor 145 _ 61 13918 5799 _ 92451 600 389 v 1040 Line 9, Lower Floor -� 197 _59 6308 15770' 5520 46.30' 1920 _ 2400 ----1 — -- ---�-- _ 29411217 __ 1097 _ _132L Line 10, Lower Floor 336 83 24886 8071 17488 6201 8' 216+ 1014 -- -� _ 1580 2618 Line 11, Lower Floor 801 241 3215 1607 1607 855 600 150 150 259 523 583' !o-2v# 6�. N a W X Holdown Holdown Wall Panel Wall Panel #3 #4 (pounds) (pounds) 13781 565. _ -113' -195 — 603 -195 2545 1493 52_5 2534----- 583 534 _583 199 ESR-1138 1 Most Widely Accepted and Trusted Page 4 of 8 6.0 EVIDENCE SUBMITTED 7.0 IDENTIFICATION 6.1 Data in accordance with the ICC-ES Acceptance The panels must bear a stamp on the panel facings noting Criteria for Sandwich Panels (AC04), dated June the product name; the name and address of the report 2007. holder(Precision Panel Structures, Inc., Eagle, Idaho); the 6.2 Data in accordance with the ICC-ES Acceptance job number;the evaluation report number(ESR-1138); and Criteria for Foam Plastic Insulation (AC12), dated the name of the inspection agency(RADCO, Inc.). June 2009. 6.3 Report of fire endurance tests in accordance with ASTM E 119. TABLE 1-ALLOWABLE TRANSVERSE LOADS OF WALL PANELS 1,2,3(psf) PANEL PANEL THICKNESS(inches) HEIGHT 4.50 6.50 8.25 (feet) 07805 L12406 U1805 02406 L/1805 U2406 7.875 43 38 43 43 43 43 8.875 38 34 38 38 38 38 9.875 35 28 35 35 35 35 10.875 31 24 31 31 31 31 11.875 26 20 29 29 29 29 12.875 22 17 27 27 27 27 13.875 19 14 1 25 25 25 25 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 psf=6.894 kPa. 'Allowable loads for the wall panels are based on simple span conditions. 2Interpolation of intermediate values is not acceptable under this report. 3Allowable transverse loads shall be the total loads(such as wind loads)perpendicular to wall panel height. 4Panel height is based on the distance between top of top plates and bottom of bottom plate where the wall panels are laterally supported. 5Allowable loads are based on test results using the lesser of deflection at /180 of the span and the average peak load divided by 3. 6Allowable loads are based on test results using the lesser of deflection at /240 of the span and the average peak load divided by 3. TABLE 2-ALLOWABLE TRANSVERSE LOADS OF ROOF AND FLOOR PANELS 1,2,3,8,9,10(pSf) PANEL PANEL THICKNESS(inches) SPAN (feet) 4.50 6.50 8.25 10.25 12.25 01806 U2406 0360' 01805 02406 0360' 01805 02406 L136V 01806 02406 U3607 01806 02406 U36e 7.875 43 38 25 79 64 43 82 82 59 106 106 77 106 106 96 8.875 38 34 23 76 57 38 73 73 52 1 94 94 69 106 106 85 9.875 34 28 19 64 48 32 65 65 45 84 84 59 106 106 74 10.875 31 24 16 55 41 27 59 58 38 76 76 51 106 97 65 11.875 26 20 13 47 35 24 54 50 33 70 67 1 45 106 85 57 12.875 22 17 11 41 31 20 49 44 29 64 59 39 94 75 1 50 13.875 19 14 10 35 26 18 46 38 25 59 52 35 81 67 45 14.875 NP NP NPP24 23 15 43 34 22 55 46 31 70 60 40 15.875 NP NP NP 20 13 39 30 20 52 41 27 61 53 36 16.875 NP NP NP 18 12 35 26 17 49 37 24 54 48 32 17.875 NP NP NP 16 10 31 23 16 44 33 22 48 43 29 18.875 NP NP NP 14 NP 28 1 21 14 39 1 30 20 43 39 26 19.875 NP NP NP 17 12 NP 25 1 19 12 35 1 27 18 39 35 23 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 psf=6.894 kPa. 'Allowable loads for the roof and floor panels are based on simple span conditions where ends of panels have a minimum 1'/2-inch(38 mm) bearing length. 2Interpolation of intermediate values is not allowed. 3Allowable transverse loads shall be the total uniform dead and uniform live load exclusive of the panel self weight. 4Panel span is based on center-to-center distance of supports. 5Allowable loads are based on test results using the lesser of deflection at 1/180 of the span and the average peak load divided by 3. 6Allowable loads are based on test results using the lesser of deflection at 1/240 of the span and the average peak load divided by 3. 7Allowable loads are based on test results using the lesser of deflection at'/360 of the span and the average peak load divided by 3. 8For roof panels supporting 300 Ibf concentrated maintenance worker live load as per Section 1607.4 and Table 1607.1 of the IBC, the available allowable uniform dead load shall be limited to the total allowable loads listed in Table 2-above-multiplied by reduction factors.The reduction factors are as follows:0.27 for 4.5-inch-thick panel,0.46 for 6.5-inch-thick panel,0.72 for 8.25-inch-thick panel,0.88 for 10.25-inch- thick panel,and 0.64 for 12.25-inch-thick panel. 9The allowable loads are not applicable to floor panels supporting concentrated loads. 10NP=Not permitted. ESR-1138 I Most Widely Accepted and Trusted Page 5 of 8 TABLE 3—ALLOWABLE AXIAL LOADS OF WALL PANELS 1,2,3,4,5 PANEL HEIGHT MINIMUM PANEL THICKNESS 6'/2 inches (feet) Uniform Load Concentrated Load 8 2,090 plf 1,050 Ibf For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 plf=14.6 N/m, 1 Ibf=4.45 N. 'Allowable uniform loads shall be concentric uniformly applied axial loads(such as by sandwich roof/floor panels)with the full bearing on both wall panel facings. Allowable loads are based on test results using the lesser of a net axial deformation of 0.125 inch (3.18 mm) and the average peak load divided by 3. ZAllowable concentrated loads are based on the roof/floor framing(such as trusses and joists)that are spaced at a minimum of 24 inches(610 mm)on center,and with full bearing on top plates and facings of sandwich wall panels,and with a minimum 1 %-inch(38 mm)bearing length. Allowable loads are based on test results using the lesser of a net axial deformation of 0.125 inch (3.18 mm) and the average peak load divided by 3. 30SB strength axis must be parallel to the height of wall panel. °Allowable axial loads on wall panels must be limited to the lesser of allowable uniform load and allowable concentrated load. 5See Section 4.1 of this report for load transfer requirements. TABLE 4—ALLOWABLE IN-PLANE RACKING SHEAR SHEARWALL LOADS'2,3(plf) MINIMUM PANEL ALLOWABLE RACKING LOAD(plf) THICKNESS (feet) Maximum Panel height 8 feet 9 feet 10 feet 6.5 170 plf 151 plf 136 plf For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 plf=14.6 N/m. 'Maximum panel height-to-width ratio shall be 1:1. 2Values shall be applicable to panels installed in accordance with Section 4.2.2 of this report. 3Under IBC and IRC,the allowable shear values are limited to use in Seismic Design Categories A,B and C.Refer to Sections 4.1 and 5.0 of this report for additional requirements. ESR-1138 1 Most Widely Accepted and Trusted Page 6 of 8 TOP VIEW TOP VIEW EPS REMOVED TO PROVIDE CLEARANCE FOR OSB SPLINES-TYP. 31x 7/16'OSB SPLINES EPS REMOVED TO PROWDE CLEARANCE FOR SPLINE TAP. 2X SOLID WOOD SPLINE 3�•� (DEPTN OF CORE THICKNESS) f— E— E— '���• HORIZONTAL SECTION PANELS HORIZONTAL cr'r•RON P u£r a BEF12RE ASSEMBI y AND SOLID WOOD SPLINE AND OSB SPLINES BEFORE ASSEMBLY FASTENER STAGGERED TYP. BOTH SIDES SEE SECTION 4.0 IN THE EVALUA77ON FASTENER STAGGERED TYP. BOTH SIDES REPORT FOR NAILING REQUIREMENT SEE S£C77ON 4.0/N THE EVALUA77ON -\ REPORT FOR NAILING REOUIREMEN' HORIZONTAL SECZION PANES ASSEMBLED WITH SOLID WOOD SPLINE HORI ONT 7IO.N PANELS ASSEMBLED W/TF1 OS8 SPLINES •DRAWINOS ARE FOR ILLUS7RAT1pN PURPOSES ONLY, SEE SECTION 4.0 *DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. SEE SECTION 4.0 IN THE EVALUA7I0N REPORT FOR FASTENER SPACING REQUIREMENTS. IN THE EVALUA77ON REPORT FOR FASTENER SPACING REQUIREMENTS. FIGURE 1 FIGURE 2 PANEL-TO-PANEL CONNECTION WITH 2x LUMBER PANEL-TO-PANEL CONNECTION WITH SURFACE SPLINES TOP VIEW TOP VIEW INSERT TERED LUMBERTH SIDE EE SET NE 4.0/N THE EVALUATION REPORT FOR!WILING REOUIREAIENT INSERT 2x LUMBER INTO PANEL d FASTEN 1-1/2' 11-1/2' T- T � 4 NEW�� = 1 INTERIOR DRYWALL INTERIOR DRYWALL SHEAR TRANSFER CONNECTION BY SPECIFIC DESIGN CONNECTION BY SPECIFIC DESIGN L \FASTENER BY SPECIFIC DESIGN FASTENER BY SPECIFIC DESIGN FASTENER STAGGERED TYP. BOTH SIDES FASTENER STAGGERED TYP. BOTH SIDES SEE SECTION 4.0/N THE EVALUATION SEE SECTION 40 IN THE EVALUA77ON REPORT FOR AWUNG REQUIREMENT REPORT FOR NAtUNG REQUIREMENT •DRIW/NGS ARE FOR ILLUSTRATION PURPOSES ONLY, SEE SECTION 4.0 •DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY, SEE SECTION 4.0 IN THE EVALL44TION REPORT FOR FASTENER SPACING REQWREMEMM IN THE EVALUATION REPORT FOR FASTENER SPACING REQUIREMENTS. FIGURE 3 F70URE 4 PANEL-TO-PANEL CORNER CONNECTION (BUTT JOINT) IF PANEL-TO-PANEL CORNER CONNECTION (FLY BY) 15 0� ESR-1138 1 Most Widely Accepted and Trusted Page 7 of 8 TOP VIEW DOUBLE SOLID WOOD SPLINE i. INTERIOR DRYWALL FASTENER STAGGERED TYP. BORT SIDES SEE SECTION 4.0 IN THE EVALUA77ON PlASTENE1STAGGERED IYP, 7H SIDES FOR AWLING REQUIREMENT SEE SECTON 4.0 IN 7HE EVALUA77ON£PORT FOR NAIUNG REQUIREMENT HORIZONTAL SECTION OF PANELS AND DOUBLE SOLID WOOD SFUNE BEFORE ASSEM&Y FIELD INSTALL PANEL BOTTOM PLATE FASTEN TO SILL PLATE PER SPECIFIC DESIGN FASTENER STAGGERED TYR BOTH SIDES SEE SECTION 4.0 IN THE EVALUATION REPORT FOR NAIuNG REOUIREMENT RIPPED TO WIDTH OF PANEL (OPTIONAL SILL PLATE BY OTHERS • e CONCRETE FLOOR FASTENER STAGGERED TYP. BOTH SIDESa SEE SEC77ON 4.0 IN THE EVALUA77ON SIL!SEALER Q A' SPORT FOR NAIUNC REQUIREUENT CONCRETE SLAB FOUNa477ON HORIZONTAL SEC77ON OF PANELS ASSFLAL Fn WOH DOUBLE SOLID WOOD ePLLArE PER LOCAL BUILDING CODES BY SPECIFIC DESIGN -DRAWINGS ARE FOR ILLUSTRARON PURPOSES ONLY, SEE SEC77ON 4.0 IN THE EVALU 770JV REPORT FOR FASTENER SPACING REOUIREMENTS. 'OVERTURNING RESISTANCE BY SPECIFIC DESIGN. DRAWINGS ARE FOR ILLUSM47YON PURPOSES ONLY, SEE SECTION 4.0 IN THE EVALUA77ON REPORT FOR FASTENER SPACING REOUIREME'NTS. FIGURE 5 FIGURE 6 PANEL-TO-PANEL CONNECTION WITH (2) 2x LUMBER WALL PANEL CONNECTION TO SILL PLATE INTERIOR DRYWALL INTERIOR DRYWALL FASTENER STAGGERED TYP. BOTH SIDES SEE SEC77ON 4.0 IN THE EVALUA77ON FASTENER STAGGERED TYP. 807H SIDES REPORT FOR NAILING REQUIREMENT SEE SECTION 4.0 IN THE EVALUA71ON REPORT FOR NAILING REOUIREM£NT SUB FLOOR SUB FLOOR FLOOR JOIST RIM JOIST OR SOLID BLOCKING FLOOR JOIST RIM JOIST OR BY SPECIFIC SOLID BLOCKING DESIGN BY SPECIFIC DESIGN FIELD INSTALL PANEL FT LNSTAL71'�PANEL BOTTOM NTE - n PER CODE FASTEN PER CODE SHEAR TRANSFER BY SPECIFIC DESIGN SHEAR TRANSFER BY SPEC/FIC DESIGN FLOOR SYSTEM AS REQUIRED SILL PLATE(BY OTHERS) BY sP£cIFlc DESIGN SILL SEALER 717M/SFER \SaHEAR TRNOSFFR BY SPECIFIC DESIGN BY SPECIFIC ANCHOR BOLT PER CODES FIELD INSTALL TOP PLATES DESIGN INTERIOR DRYWALL FOUNDATION BY DESIGN 00VERRMMIG RESISTANCE BY SPECIFIC DESIGN -OVERTURNING RESISTANCE BY SPECIFIC DESIGN. "DRAWINGS ARE FDR 1LLU57RATON PURPOSES ONLY, SEE SECTON 4.0 •DRAWINGS ARE FOR lLLUSTRA7)ON PURPOSES ONLY, SEE BECTON 4.0 1N THE EVALUA77ON REPORT FOR FASTENER SPACING REQUIREMENTS. IN THE EVALUA77ON REPORT FOR FASTENER SPACING REOUIREMEN75 CONNEC77ON OF RIM JOIST OR SOLID BLOCKING TO IMP PUTS OF WALL BELOW CONNECTON OF RIM JOIST OR SOLID BLOCKING TO SILL PLATE FIGURE 7 FIGURE 8 BEARING WALL TO FLOOR JOIST - MULTI STORY I WALL PANEL CONNECTION TO RAISED FLOOR 1 o� n • , ESR-1138 I Most Widely Accepted and Trusted Page 8 of 8 PRECISION PANEL ROOF PANEL THICKNESS DETERMINED BY SPAN AND MINIMUM REQUIRED R-FACTOR PRECISION PANEL WALL PANEL 2x SUB-FASCIA RIPPED FASTEN WITH Bd AWLS O 6-O.C., FASTENER STAGGERED TVP. BOTH SIDES OR EOUIVAL£NT/BETTER BOTH SIDES SEE SECTION 4.0 IN THE EVALUATION REPORT FOR NAILING REQUIREMENT INTERIOR DRYWALL nELD INSTALL PANEL BOTTOM PLATE- FASTEN PER CODE BY SPECIFIC DESIGN SOLID BEVELED PLATE GLUED k NA2E0 PRECISION PANEL TO TOP PLATE- SIT£INSTALL FLOOR PANEL DOUBLE RIM JOIST FASTENER BY SPECIFIC DESIGN (FIELD INSTALLED) RIM JOIST TO SILL FASTENER STAGGERED TYP. BOTH SIDES �PLATE CONNECTION SEE SECTION 4.0 IN THE EVALUATION BY SPECIFIC DESIGN REPORT FOR NAILING REQUIREMENT FASTENER BY SPECIFIC DESIGN SILL PLATE(BY OTHERS) SILL SEALER INTERIOR DRYWALL FOUNDATION BY DESIGN OVERTURNING RESISTANCE BY SPECIFIC DESIGN. -DRAWEES ARE FOR lPURPOSES ONLY, SEE S£CAON 4.0 •DRAWINGS ARE FOR ILLUSM477ON PURPOSES ONLY, SEF SECTION 4.0 /N THE EVALUATION REPORTEmRr FOR FOR FASTENER SPACING R£OUIREMENTS. IN THE EVALUA77ON REPORT FOR FASTENER SPACING REQUIREMENTS. FIGURE 9 FIGURE 10 ROOF TO WALL CONNECTION WITH BEVELED SEAT WALL PANEL TO FLOOR PANEL & FLOOR PANEL TO SILL PLATE CONNECTION FASTENER PER SPECIFIC DESIGN ROOF SHEATHING BY SPECIFIC D£SlCN PREFABRICATED TRUSS 2X RIDGE SPLINES BEVEL CUT TO ROOF PITCH IF DESIGN REQUIRES HURRICANE STRIP IF REQUIRED 77E STRAP WHEN BY DESIGN REQUIRED BY DESIGN_ BLOCKING AND SHEAR TRANSFER BY DESIGN FASTENER STAGGERED TYP. BOTH SIDES SEE SEC17ON 4.0 IN THE EVALUA77ON REPORT FOR AWLING REQUIREMENT RIDGE BEAM PER CODE CANT STRIP NAILED FQUIRED +DRAWINGS ARE FOR ILLUSTRATION PURPOSES MY, SEE SECTION 4.0 *DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY, SEE SEC170N 4.0 IN THE EVALU477ON REPORT FOR FASTENER SPACING REQUIRMENTS, IN THE EVALU.A7701V REPORT FOR FASTENER SPACING REQUIREMENTS. FIGURE 11 FIGURE 12 ROOF RIDGE CONNECTION WITH RIDGE BEAM ROOF TRUSS TO WALL CONNECTION ( WITH SOLID BLOCKING IN PANELS AT RIDGE 7 0� 1� RECEIVED I OCT42012 City of Port Angeles Department of Community and Economic Development m CITY OF PORT ANGELES BUILDING DIVISION Building Division,Attn: Jim Lierly 321 East 5th Street Port Angeles,WA 98362 October 24,2012 10jau Good Afternoon— Thank you Heather for the reminder call you made to inform me of an impending expiration of my building permit. Since your call we have made considerable progress on our remodel and the project is finally moving rapidly along. My stepson, Noel, has discussed our progress and plans with Jim Lierly. We will be completing total (rough)wiring of the house by Friday on a separate permit. The rough plumbing is very close to completion as is air seal, but both have been sidelined to take advantage of the weather for exterior requirements. And the exterior has seen significant change since last viewed: Siding,trim,facia and South deck are within days of completion and painting is also in progress. Since this is a family project,some family issues and illnesses have prevented me from accomplishing as much, or as rapidly,as I would have preferred, but we are very close to completion. I am writing to request a six month extension to keep things moving and allow us to complete this project. Would you please allow a permit extension for my remodel of 1628 West 8`h Street,application number 11-00000355? Thanks for your consideration. Sincerely, J Robert J.Willicut