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Home My WebLink About1506 Fairchild Airport Rd - Building BUILDING PERMIT 1506 FAIRCHILD AIRPORT RD 12-676 Prepared 11/27/12,16:04:37 Application Inquiry-(BPN200I001) Page 1 Program HTDFTAL Screen detail for Program: BP BPN200I, Inspection history User ID PBARTHOL Application 12-00000676 ------------------------------------------------------------------------------------------------------------------------------------ Property Information Address: 1506 FAIRCHILD AIRPORT RD PORT ANGELES, WA 98363 Location ID: 159832 Owner name: PORT OF PORT ANGELES ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- ALTERNATE ID: ' Zoning: UK UNKNOWN Subdivision: Application Information Application desc: HEAT PUMP-DUCTLESS Application status: COMPLETE Status Date: 11/01/2012 Application type: MECHANICAL APPL. PERMIT Application date: 5/31/2012 Valuation: 13225 Square footage: 0 Public building: NO Reviewed by: HKC HEATHER CATUZO Pin number: 407740 Entered by: HCATUZO Contractor Information Contractor Name: * OWNER Contractor Number: Type: Status: Contractor Requirements Doc Number Exp Date --------------- ---------- STATE LICENSE BOND LIABILITY INSURANCE Outstanding Inspections Insp Schedule Confirmation Permit Pmt Type ID Date Number Description Seq Min Max --------------- ------ --------- ------------ --------------- --- ----- ----- No outstanding inspections exist Work Description Code Description Quantity CO Information CO Issue Str/seq Date Status Description Str/Seq Permit/Seq Inspection type Insp Seq Inspector Schedule date Results Results date Confirmation Nbr 000 000 ME 00 MECHANICAL FINAL 0001 JLL 10/22/2012 AP 10/23/2012 383323 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 12-00000676 Date 5/31/12 Application pin number . . . 407740 AddressProperty ASSESSOR PARCELNUMBER: 06-30F00R1H1 -77305-� 0000- REPORT SALES TAX Application type description MECHANICAL APPL. PERMIT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property zoning . . . . . . . UNKNOWN (Location Code 0502) Application valuation . . . . 13225 Application desc HEAT PUMP-DUCTLESS ---------------------------------------------------------------------------- • Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES OWNER PO BOX 1350 PORT ANGELES WA 983620251 ---------------------------------------------------------------------------- T Permit . . . . . . MECHANICAL PERMIT Additional desc . . HEAT PUMP-DUCTLESS Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 5/31/12 Valuation . . . . 0 Expiration Date 11/27/12 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64.80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 64.80 .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 ontractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit O 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: —10 Footings Q 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: e� FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE t�1 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-Fnrmc/Ruilriinn nivisinn/Ruilrlinn Permit 05/30/2012 09:24 13604525177 ALL WEATHER HEATING PAGE 02/03 BUILDING/PLUMBING/MECHANICAL PERMIT APPLICATION- SHORT FORM (To be used for projects that do not require plan review,) Date Received -30la, City of Port Angeles Attn: Building Permit Technician Permit# la Please print in ink. pate Approved-9=_ ' 321 E. 51h St, Port Angeles, WA 98362 Approved by-- '-C-- 360-417-4815 fax: 360-417-4711 Credit card payments are accepted Mon-Fri 6-5 pm (no American Express) Hours: Mon through Fri 8–5 pm Cash & checks are accepted Mon-Thurs 8:30-4 pm & Fri 8:30-12:30 pm C ntacterson: !hhon:_N n ¢ Coo Property owner: Phone: Property owner's iling add W ul -I Contractor's business name: ll W�*he r (I el ol. (,p�klIPhone:or ro ert owner's name if a she is doin /overseein theAq Contractor's mailing address: Z n 1 S� Contracto 's L&I license number: Expiratio date: �L�WEN �.c15o�� Project Address: Ai t or+ 4 e,(" 1 SO( o �-�1 �'G�� U A t c it , CZD Project Type: Residential Commercial c3 Industrial o Multi-family Project Business Name: (for commercial, industrial, or multi-family projects) The followllig permits are usually issued over-the-counter immediately, without the need for plan review. Complete dnly the portions of this permit that are relevant to your project. Re-roof: cl house m garage ❑ other ❑ tear off& re-roof ❑lay over one layer (✓) Licensed contractor: Submit a copy of your re-roof bid. Project Valuation " (labor& materials, not including sales tax) Re-side; a house ❑ garage o other Project Valuation L_ *(labor& materials, not including sales tax) Rep—air, (explain theproject) Project Valuation $ *Homeowner: If you will be doing/overseeing the work, then the project valuation will be determined by doubling the cost of materials, to reflect the value the repair adds to your property. Cost of materials x 2 = Project Valuation $ T:Forms/Building Division/Building/Plumbing/Mechanical Permit Application—Short Form(Revised 2011) R C LIVEDC Page 1 of 2 G EC, 3 0:201? OF a'oH1 rA(ifGELES BUILDINr,olvlslf�rd 05/30/2012 09:24 13604525177 ALL WEATHER HEATING PAGE 03/03 Swimmin Pool or S a >_z4"deo ; �o refeb fca ds m in oat or s ro act the Q�o not rgoU, plan reV e�y V) Obtain the City of PA handout entitled"Pools&Spas"a follow the requirements. Project Valuation $ DomD°m—olltlo2: A demolltion permit Is needed when an entlre bW/ding gets demolished. What will be demolished? a house r= garage a other Note: some demolition permit appllcatlons need to be reviewed by various City departments, and may take approximately two weeks to obtain, f✓ --�_ Agree to ensure that all utilities are/will be property turned off(and capped off if needed) prior to demolition. V) > Obtain (from the City of PA)an aerial vlew map of the parcel and put an "x"over the structu be demolished. Submit the map with this application. re(s)to (✓) Obtain(from the City of PA)a copy of the Olympic Region Clean Air Agency(ORCAA Demolition Permit Application, ) Contact ORCAA at 360-417-1466 to discuss whether or riot an ORCAA Demolition Permit will also be needed, C1 yes ❑ no Will the debris be going to the Regional Transfer Station in Port Angeles? Q Yes a No If yea,will a licensed contractor be taking It there? If yes,obtain (from the City of PA)a copy of the Waste Disposal Application, (or later if asbestos testing Is needed).Complete and submit the waste disposal application to the Building Permit Technician, now Plumbinsr Perrrtlt ox fain he ro'e t IF Protect Valuation ec antcal permit: Lexplal_ n, the nroiectl Installation of meat Pump ------------- c les Project Valuation t Dave read and completed this application and know it to be true and correctl a thorized to apply for thls permit and understand that it is my responsibility to d@termine w working on pro/acts. hat permits aro required, and to obtain permits prior to Date Signature Print Name K-1-ren McKeown Page 2 of 2 BUILDING PERMIT 1506 FAIRCHILD AIRPORTRD 11 - 1182 PREPARED 12/14/12, 10:50:58 INSPECTION HISTORY REPORT PAGE 1 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF PORT ANGELES --' --------------------------------------------------—---------—----— - ---- APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR ------------------------------------------------------------------------------------------------------------------------------------ 11 00001182 1506 FAIRCHILD AIRPORT RD 06-30-00-1-1-7305-0000- 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL1 0001 BLDG FOUNDATION FOOTING 11/23/11 APPROVED PB RES COMM: November 28, 2011 8:40:55 AM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL PW1 0001 PUBLIC WORKS WATERLINE/ME 11/29/11 APPROVED RV REQ COMM: RES COMM: Hot tap water main by Superior Tapping, water service line, RES COMM: no water meter installed. Water service metered by master RES COMM: meter on 18th street. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLRI 0001 BLDG REBAR INSPECTION 2/03/12 APPROVED JLL REQ COMM: February 3, 2012 8:51:43 AM pbarthol. REQ COMM: Todd 461-9566 REQ COMM: Call so he can meet you at the gate REQ COMM: footing/slab steel RES COMM: February 3, 2012 4:21:53 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL3 0001 BLDG FRAMING 6/28/12 APPROVED JLL REQ COMM: June 28, 2012 8:57:07 AM hcatuzo. REQ COMM: TODD. 461-9566. CALL TO MEET. RES COMM: June 28, 2012 4:49:34 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BAIR 0001 BLDG AIR SEAL 7/06/12 APPROVED PB REQ COMM: RES COMM: July 6, 2012 8:02:56 AM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLI 0001 BLDG INSULATION 7/06/12 APPROVED PB REQ COMM: July 5, 2012 8:14:24 AM hcatuzo. REQ COMM: TODD W/ACCENT. 461-9566 RES COMM: July 6, 2012 8:02:56 AM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL9 0001 BLDG SHEARWALL 7/10/12 APPROVED JLL REQ COMM: July 10, 2012 9:07:15 AM hcatuzo. REQ COMM: TODD W/ACCENT. CALL TO MEET. 461-9566 RES COMM: July 10, 2012 3:55:44 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL4 0001 BLDG FIREWALL 7/17/12 APPROVED JLL REQ COMM: July 17, 2012 8:56:12 AM hcatuzo. REQ COMM: CALL TO MEET. TODD W/ACCENT CONSTRUCTION. 461-9566 RES COMM: July 17, 2012 4:10:52 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL99 0001 BLDG FINAL 10/23/12 APPROVED JLL REQ COMM: October 23, 2012 8:30:48 AM permits. RES COMM: October 23, 2012 9:59:31 AM jlierly. 000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 10/23/12 APPROVED JLL REQ COMM: October 23, 2012 8:27:51 AM permits. - RES COMM: October 23, 2012 9:59:31 AM jlierly. 000 000 PL 00 PLUMBING PERMIT PL1 0001 PLUMBING UNDER SLAB 2/06/12 APPROVED .JLL REQ COMM: February 6, 2012 9:59:34 AM pbarthol. REQ COMM: John 460-6902 PREPARED 12/14/12, 10:50:58 INSPECTION HISTORY REPORT PAGE 2 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF PORT ANGELES ------------------------------------ ----—-------------—-----—------— APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR ------------------------------------------------------------------------------------------------------------------------------------ 11 00001182 CONTINUED REQ COMM: Call to see if you need to be let in RES COMM: February 6, 2012 4:23:11 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PLG 0001 PLUMBING WATER SUPPLY 3/20/12 APPROVED JLL REQ COMM: March 20, 2012 8:55:58 AM hcatuzo. REQ COMM: Todd with Accent. Call to meet, he will need to let you in. REQ COMM: 461-9566 RES COMM: March 20, 2012 5:02:02 PM jlierly. 000 000 PL 00 PLUMBING PERMIT _ PL2 0001 PLUMBING ROUGH-IN 6/28/12 APPROVED JLL RES COMM: June 28, 2012 4:49:34 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 10/23/12 APPROVED JLL REQ COMM: October 23, 2012 8:27:34 AM permits. RES COMM: October 23, 2012 9:59:31 AM jlierly. x«+ CITY OF PORT ANGELES �b►�.�1 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00001182 Date 11/21/11 Application pin number . . . 175010 Property Address . . . . . . 1506 FAIRCHILD AIRPORT RD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- Tenant nbr, name . . . . . . THE ALBERT HALL COMPANY on your State excise tax form Application type description IND NEW CONST to the City of Port Angeles Subdivision Name . . . . . . Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 503278 ---------------------------------------------------------------------------- Application desc AIRCRAFT HANGAR / OFFICE / LOUNGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES J & J CONST OF PT ANGELES INC PO BOX 1350 233 ALICE RD. PORT ANGELES WA 983620251 PORT ANGELES WA 98363 (360) 457-1809 --- Structure Information 000 000 AIRCRAFT HANGAR / OFFICE / LOUNGE --- Other struct info . . . . . NUMBER OF STORIES 2.00 PROPOSED LOT COVERAGE 6160.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc AIRCRAFT HANGAR/OFFICE/LOUNGE Permit Fee . . . . 3279.25 Plan Check Fee 2131.51 Issue Date . . . . 11/21/11 valuation . . . . 503278 Expiration Date . . 5/19/12' Qty Unit Charge Per Extension BASE FEE 3260.25 4.00 4.7500 THOU BL-500,001-1M (4.75 PER K) 19.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 116.45 Plan Check Fee .00 Issue Date . . . . 11/21/11 valuation . . . . 0 Expiration Date . 5/19/12 Qty Unit Charge Per Extension BASE FEE . 50.00 1.00: 7.2500 EA ME-vENT..,FAN_(SINGLE DUCT) ' 7.25 4.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 59.20 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 93.00 Plan Check Fee .00 Issue Date . . . . 11/21/11 Valuation . . . . 0 Fxgiration.Date 5/19/12 Qty Unit Charge Per Extension BASE FEE 50.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or n ranting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulati construction or the performance of construction. JOHN- h"W) P-G 2/ Date Print Name Signature of Contractor or Authorized Age. t Signature of Owner(if owner is builder) 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 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 .L,,. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION —�—� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 11-00001182 Date 11/21/11 _ Application pin number . . . 175010 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 2.00 7.0000 EA PL-PLUMBING TRAP 14.00 1.00 7.0000 EA PL-WATER LINE 7.00 to the City of Port Angeles 1.00 15.0000 EA PL-SEWER LINE 15.00 (Location Code 0502) 1.00 7.0000 EA PL-WATER HEATER 7.00 Special Notes and Comments October 26, 2011 3:17:11 PM kdubuc. This structure as shown has a 5600 square foot hangar with a 1140 square foot addition, for a total of 6640 square feet of floor area. Per Port Angeles Municipal Code, all new structures over 6250 square feet must be protected with fire sprinklers and a monitored fire alarm system. The fire sprinkler system requirement may be waived if the hangar is separated from the addition per the IBC, howeverthe fire alarm system is still required. The plans show a 1 hour separation which would not meet the IBC requirement. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. ' A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. This project will require a seperate permit and fire alarm plans for review. A full acceptance test will be required for the fire alarm system. Electrical load calculations and electrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Building water service line connection to the main will require a hot tap to be completed by a City approved contractor. Contact Public Works inspection request line @ (360)417-4831, 24 hour advance notice prior to the start of work. Water meter setter is to meet City of Port Angeles Urban Services Standards and Guidelines. The water service line from the meter to the building requires a Building Division inspection prior to back fill of ditch. ----------------------------------------------------------'------------------ Other Fees . . . . . . . STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3488.70 3488.70 .00 .00 . Plan Check Total 2131.51 2131.51 .00 .00 Other Fee Total 2264.50 2264.50 .00 .00 Grand Total 7884.71 • 7884.71 .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 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 e`er 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: r! M>ra� �z7 !d' ft�tti� Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab 10 Rough-in Water Line(Meter to Bldg) L Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: 422.1x' br pNa�r+y�LI n*r Joists/ rders/Under Floor ig h S� "1►` �61A-s Bbear_V,31R Hold Downs l �t V�2v1/A�I1 •h �V`(� Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling a 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: 1 Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By �. Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 1°%wFF CITY OF PORT ANGELES =N PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00001182 Date 11/21/11 ApplicatPropertyon pin Address .. . 1506 1 FAIRCHILD AIRPORT RD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- on your state excise tax form ApplicationTHE BERT HALL COMPANY type description IND NEW CONST to the City of Port Angeles Subdivision Name . . . . . . (Location Code 0502) Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 503278 ---------------------------------------------------------------------------- Application desc AIRCRAFT HANGAR / OFFICE / LOUNGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES J & J CONST OF PT ANGELES INC PO BOX 1350 233 ALICE RD. PORT ANGELES WA 983620251 PORT ANGELES WA 98363 (360) 457-1809 --- Structure Information 000 000 AIRCRAFT HANGAR / OFFICE / LOUNGE --- Other struct info . . . . . NUMBER OF STORIES 2.00 PROPOSED LOT COVERAGE 6160.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS COMM WATER SERV Additional desc . . 5/8" DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 11/21/11 Valuation . . . . 0 Expiration Date 5/19/12 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ----------------------------------------------- ---------------------------- Special Notes and Comments October 26, 2011 3:17:11 PM kdubuc. This structure as shown has a 5600 square foot hangar with a 1140 square foot addition, for a total of 6640 square feet of floor area. Per Port Angeles Municipal Code, all new structures over 6250 square feet must be protected with fire sprinklers and a monitored fire alarm system. The fire sprinkler system requirement may be waived if the hangar is separated from the addition per the IBC, however the fire alarm system is still required. The plans show a 1 hour separation which would not meet the IBC requirement. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. This project will require a seperate permit and fire alarm plans for review. 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 c ion or the performance of construction. 11 -Zi - \ 1 Signature of Contractor or Authorized Agent Date Signature of0 er(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE77 DATE ACCEPTED COMMENTS YES NO PW UTILITIES "(Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE,• SITE EROSION CONTROL PARKING SIDEWALK CB&'GUTTER °} DRIVEWAY"APPROACH BACK FLO'WQEVICE; i r q 1 v i W � x g' t} .+ ..aa. .S F[NAL,INSPECTIONS,KEQUIRED PRIOR TO OCCUPANCY/USE 4 MERCIAL DATE ACCEPTED DATE YES;. NO .•. `. COM .,,. •.: �_,.. . ._ z:. �,...., . . CONSTRUCTION R W /PW/ " -'CONSTRUCTION ,R.W IN ENGEERING':.,... 417 4807' PW/ENGINEERING FIRE . 417-4653 FIRE DEPT., PLANNING DEPT' -417-4750 . PLANNING DEPT. BUILDING D ,, 411 .. BUILING 4815 " •. .:. 1 } y T FormA3B iing Dwision/Pubhc Works Pemnt ;.:: 4 CITY OF PORT ANGELES �w FN PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES; WA 98362 Page 2 Application Number . . . . . 11-00001182 Date 11/21/11 Application pin number . . . 175010 REPORT SALES TAX --------------------------------------------------------------- on your state excise tax form Special Notes and Comments A full acceptance test will be required for the fire alarm to the City of Port Angeles system. (Location Code 0502) Electrical load calculations and electrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Building water service line connection to the main will require a hot tap to be completed by a City approved contractor. Contact Public Works inspection request line @ (360)417-4831, 24 hour advance notice prior to the start of work. Water meter setter is to meet City of Port Angeles Urban Services Standards and Guidelines. The water service line from the meter to the building requires a Building Division inspection prior to back fill of ditch. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 420.00 420.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2264.50 2264.50 .00 .00 Grand Total 2684.50 2684.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit 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 PW UTILITIES " '(Engineering Division) WATERLINE/,METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE,; SITE EROSION CONTROL PARKING SIDEWALK ' , t >GURB&",GUTTER '<•_. : DRIVEWAY APPROACH • 1. j BACK FLOW DEVICE' — c• 5 •j.l� l R' 0, rT•, ..>:u t,.� .:$,;d. '�.,c;... a.e a,a, r��•_rs... rc-•, a. R v R;7 FINAL INSP,,. 'PECTIONSREQUIRED PRIOR:TO OCCUPANCY USE - . RESIDENTIAL:. C DATE I ESQ NO COMMERCIAL DATE ACCEPTED't ti ::•• YES. NO.- „.. 10 CONSTRUCTIONR W /P,W/• CONSTRUCT[ON.;';R'.W ENGINEERING,,, E 417 4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT.. PLANNING DEPT 417.4791 -0 PLANaNING.DEP.T. s«,. tBUILDING ... BUILDING :`,. .. >: 41i( _„ ,. ,� _ :: 4815 E:- d •S;� e 1. k J7. ::� - Y,• �' -tee T:'Forms/Building Divjsion&ubbc Works Perrin[' ° .. •^' ;=a � >.,,s: r ;"'...aWM..D;v�a,y� at. ,� " _��a �` ,w � ,,��• �, � taw r�i �, �r �°e,� a � �� zw�s Y m , .. § � 301 East 6th Street,Suite 1 & ASSOCIATES RECEIVED Port Angeles,Washington 98362 I N C 0 RP 0 RAT E D (360)417-0501 APR 2` 2 12 Fax(360)417-0514 CITY OF PORT ANGELES E-mail:zenovic@olympus.net April 25, 2012 BUILDING DIVISION Mr. Jim Lierly, Building Inspector City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: AIRPLANE HANGER AND OFFICE SPACE FOR THE ALBERT HALL CO. @ Fairchild International Airport, Port Angeles, WA Dear Mr. Lierly: Upon the request of J&J Construction this office has conducted Special Inspection on High-Strength Bolts for the structure noted above. Erection plans provided by Garco Building Systems (Job# 12-B-69350) indicate that the connected joints using A325 bolts are to be tightened to the Snug-Tight condition. All mating surfaces of the building main frames were in firm contact. A325 bolts were used for all main frame connections as specified in the erection drawings. Based on inspection the bolted connections are in conformance to the 2004 edition of the RCSC "Specification for Structural Joints Using A325 or A490 Bolts". If you have any questions, please feel free to contact me. Sincerely, FILE COPY S t Headrick, E. Cc: Scott Schwagler, J&J Construction Fc: JN 11197 R' HFq� 5 of W �P 43 � �Fcr ER O ) SS/0NAL NG .:L BUILDING/PLUMBING/MECHANICAL PERMIT APPLICATION - LONG FORM Pant�q OU (To be used for projects that require plan review.) PO tax 135© Date Date Received io p �t- An9ei es j W A Permit# - W37— City of Port Angeles qg 3 62-02 571 Please print in ink. Date Approve ), t Attn: Building Permit Technician Approved by 321 E. 51h St., Port Angeles, WA 98362 360-417-4815 fax: 360-417-4711 Credit card payments are accepted Mon-Fri 8-5 pm (no American Express) Hours: Mon through Fri 8- 5 pm Cash & checks are accepted Mon-Thurs 8:30-4 pm & Fri 8:30-12:30 pm Contact person: Phone: _`tl l_ V7 UP Pnjj rty owner: Leased -from 1 11t- J be, -- I�, 6t_ h� t,l.C. t,+1� ofPrA Phone: RPO-4(p Property owner's mailing address: n o1 Q Contractor's business name:3«�.� S C�� tea`," �F +�g� -�e��, Tac, Phone: or property owner's name if he/she is doing/overseeing the work 3Coo-4 57-1001 Contractor's mailin address: Contractor's L&I license number: Expiration date: Project Address: eO-r ' n IlrPart (,.'c 154y F�Irck�lld w� f� Project Type: a Residential K Commercial o Industrial o Multi-family Project Business Name: Zoning: for commercial, industrial, or multi-family projects) Parcel # Lot# Complete only the portions of this permit that are relevant to your project. (✓) 4- Pay the plan check fee (based on the valuation of the project) at the time of submittal- Residential Projects submit: (✓) Two sets of plans* (including engineering calcs, geotech reports, etc. if applicable) (✓) Prescriptive Approach -Simple.Form (confirming conformance to the Energy Code) Commercial Projects submit: (✓) Three sets of plans* (including engineering calcs, geotech reports, etc. if applicable) (✓) Paperwork confirming conformance to the Energy Code (✓) For large projects, a pre-construction meeting with various City department personnel is highly recommended. To schedule a pre-construction meeting, contact the Planning Manager at (360)417-4750. (✓) Additional information may need to be submitted including: landscape plan, parking plan (including ADA spaces, ramps, etc.), utilities (existing &proposed), curbs, sidewalks, storm water plan, etc. For Additions & New Structures also submit: (✓) Site plan (8 1/2",x 11") showing all structures.(existing & proposed), setbacks, & new driveways * If an architect or engineer drew the plans or calculations, include at least one "wet-stamped" set of plans and/or calculations. T:Forms/Building Division/Building/Plumbing/Mechanical Permit Application—Long Form (Revised 2011) Page 1 of 4 _ 1 Repair/Solar Panels/Miscellaneous: (_explain the project) Project Valuation $ Remodel: (explain the proiect including how the building space is currently being used and what the new, remodeled use will be) Project Valuation $ (✓) If the space will change from commercial to residential, submit: "Checklist-Converting Commercial Space into Residential Space" Addition: (explain the project and complete & submit page 3) Maximum height of the new addition feet .Project Valuation $ New Structure: (explain the project and complete & submit page 3) #-TrA4+sa 10-9 IF CE — r rL 2h�� nccrt a la aaq�2- _P&7 f2 s+o 2y _;,. C a., t = fox 's' Maximum eight of the new structure Z S - ,' feet Project Valuation $ PLUMBING PERMIT. Will there be ANY plumbing changes (items moved, added, replaced, or altered) Check one: No Yes (✓) If yes, complete & submit page 4"Plumbing Changes" MECHANICAL PERMIT. Will there be ANY mechanical changes (items moved, added, replaced, or altered) Check one: No Yes t/ (✓) If yes, complete & submit page 4 "Mechanical Changes" Occupancy group Will a lawn sprinkler system be installed?. Occupant load Will a fire sprinkler system be installed? 0 Construction type }ctl ItLt33 *Homeowner: If you will be doing /overseeing the work, then the project valuation will be determined by doubling the cost of materials, to reflect the value the repair adds to your property. Cost of materials x 2 = Project Valuation $ 1 have read and completed this application and know it to be true and correct l am authorized to apply for this permit and understand that it is my responsibility to determine w at per, s are required, and to obtain permits prior to working on projects. Date to l D120 Il Signature - Print Name �c, ,7 S _Cy_4,JA9.le Page 2 ,of 4 _ Floor Areas Existing square New square Price per new } foota a footage square foot Basement x = $ 1st Floor or-r-1-F- ' ' 52b 12- 3, 3(o . . 20 2"d Floor rCoNat,a 20 3"a Floor Garage Carport Covered Porch Deck (> 30" high)` Deck (5 30" high)* Shed Other eta �1AP)-t� �t��+� �5. f 36q1 Remodel project valuation - TOTAL.VALUAVONNO Walking surface of the deck above ground For residential building projects the minimum square,foot valuation we accept is: Dwelling $85.00 per sq. ft. garage/utility/mise.structure $30.00 per sq. ft. porch/deck/carport$12.00-per sq. ft. LOT COVERAGE & SITE COVERAGE Lot coverage is the amount or percent of ground area on which buildings are located. It includes: houses, garages, carports, covered patios, cantilevered portions of buildings, roof overhangs that are longer than 30-inches, uncovered decks or porches having walking surfaces higher than 30-inches off the ground, etc.. Total-footprint of structures j�o 1(00 sq. ft. lot size sq.ft. _ Lot coverage Site Coverage is the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see Port Angeles Municipal Code 17.94.135 for exemptions) Does the project include a new driveway? . o�i yes a!� no M If yes, what will the driveway be,made of? o cement �� asphalt m gravel E:j other (NOTE: 18 feet is the recommended minimum driveway length for residential projects) Does this project include a new parking pad? c yes 1z no If yes, what will the parking pad be made of? ®cement c asphalt o gravel c other a) Total footprint of structures (o 1 COO sq. ft. (existing & new) b) Total concrete, asphalt, & other.impervious surfaces sq. ft. (existing & new) c) Add lines "a" &°b° above to get the total impervious 691(001 sq. ft. (existing &new) Total impervious sq: ft. lot size sq. ft.' = Site coverage Page 3 of 4 1 PLUMBING CHANGES Check "No" or"Yes" (and enter quantities)for each line item. �} Type Plumbing Changes (Moved, Added, Replaced, or Altered Sink (hand, mop, floor etc.) No _Zyes Quantity Toilet No _ Yes 1 Quantity Bathtub No Yes Quantity Shower No Yes Quantity Washing Machine. No Yes Quantity Hot Water Heater No =Yes _LQuantity Water Line (meter to structure) No ��Yes _Quantity Re-plumb the structure No Yes„ Quantity Sewer Line No _ Yes _J_Quantity Backflow Prevention Device Types: Beverage Machine No Yes Quantity Landscape Watering System No Yes Quantity Fire Sprinkler System <_2 inch line No Yes Quantity Fire Sprinkler System > 2 inch line No Yes Quantity Please list all other planned plumbing changes or additions that aren't listed above. MECHANICAL CHANGES "V Check "No"or,"Yes" (and.enter quantities)for each line item. Type Mechanical Changes (Moved, Added, Replaced, Furnace, heat pump, or or Altered). forced air unit<_ 5 tons No Yes Quantity Furnace, heat pump, or forced air unit> 5 tons No Yes Quantity Ductless heat pump No Yes Quantity Wall (recessed) heater No Yes _Quantity Baseboard heater No Yes Quantity Steffes room heater No Yes -Qu'antity Wood-burning stove No Yes Quntity Pellet stove No Yes Quantity Radiant floor heat No Yes Quantity Gas fireplace or freestanding stove No Yes Quantity Gas cooking stove No Yes Quantity. . Propane tank set No Yes Quantity Gas line No Yes Quantity Boiler No Yes Quantity . Clothes Dryer No Yes Quantity - Ventilation fan_,(single duct) No _ Yes _Quantity. Hood & duct mechanical exhaust. No Yes . Quantity Ventilation system (not part of a heating or air conditioning system) No Yes Quantity. Air handler. No Yes Quantity Evaporative cooler(non-portable) . No Yes Quantity Please list all other planned mechanical changes or additions that aren't listed above. fresh a.2 Uc��'i e/J 1V iN 0WS Page 4 of 4 6 }t. E n T HA t C0 , s 74tO� 3o -��d �= ;r sad �� .�p., 160 1atJ � 150 7 I��X504 fi of 30 C) �;6 PORT OF PORT ANGELES HANGAR LEASE THIS LEASE made as of the day of August, 2011, by and between the F,. ,l ( PORT OF PORT ANGELES, a Washington municipal corporation, as Lessor, hereinafter referred to as "the Port", and THE ALBERT HALL CO., LLC, a Washington limited I liability company, hereinafter referred to as "Lessee". E WITNESETH: In consideration of their mutual promises the parties hereto do hereby mutually agree as follows: 1. LEASED PREMISES: The Port hereby leases to Lessee, and Lessee vl hereby hires and leases from the.Port, the following described premises, 12,000 square foot pad site situated at the west side of William Fairchild International Airport, Port Angeles, Washington as further defined on the attached Exhibit"A"& "B". 2. TERM: The period of this lease will be for an initial term of thirty (30) years beginning August = 1 2011 and ending August -1I "�4042. i OPTION TO EXTEND: The Port hereby grants to the Lessee'an option to renew p said lease on the same terms and conditions, except as to rent and options to renew, for f two (2) ten (10) year options tinitial term and options not to exceed fifty (50) years) provided that at the commencement of each renewal term Lessee is in compliance with all provisions of the lease. Lessee shall notify the Port of its intention to renew in writing at least one hundred eighty (180) days prior to the expiration of each term. In the event requested by Lessee, the Port and Lessee agree to make a good faith attempt to negotiate a new lease at the end of fifty (50) years that is acceptable to both parties and complies with any applicable Federal Aviation Administration regulations 3. RENT: (a) Lessee agrees to pay the Port as rental for said premises a monthly 1 Linda Pangrle `F Linda Pangrle Sent: Friday, October 21, 2011 1:27 PM To: 'daveh@portofpa.com' Subject: FW: John David Crow's permit application#11-1182 to build on the Port's property Attachments: John David Crow's permit#11-1182.pdf Please see the attachment (that I forgot to send with the original e-mail). From: Linda Pangrle Sent: Friday, October 21, 2011 1.25 PM To: 'Dave Hagiwara' Subject:John David Crow's permit application #11-1182 to build on the Port's property Hi Dave, I just received a building permit application from John David Crow (of the Albert Hall Company, LLC) to build a 5,600 sq. ft. hangar, a 520 sq. ft. office, and a 520 sq. ft. lounge on the Port's airport property. Please see the attached permit information. Since this structure will be on, Port of Port Angeles property, I wanted you to know about it. Please give us your approval to issue the permit. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360-417-4815 360-417-4711 FAX l.. 1pangrle(7a cityofpa.us JCOU end Qu (TI" Part) va+- Zjl OK'a aur y ,5SvI' Kq -Hits Pe'" J I w - q`� �' "" .`4 X , 3 „"a 1;�°a�`x�"P r•�' t '�� d,as'`a*r �i* w at �`S. k .' ." '� .?r'� .,,,�;,,,,au.s '�.aa rar PEy.�.a .,'9..((,.. �w„�,�,;n+ ss v >,.x3 ys x'"' ”' -.. Cf � ,�'„ r � �x ;# �`3�a3s a � �� z��Y b�� r� •� r;^ �a. � �,��' Q si �. ,�"� 4 a. � `�+'�x -~•r_'��.' a '.as' ,� •�' 3`5 n use '' ^� °Z I '' y 7"� .. .k LIE `� '� 'g sad; x, fes` .�'t �� W"t'x� � 7 i:♦ 4 S 41 N z td :9 +j , sem.: • ' Topo North AmevicaT" 9 0 14-211 ip 5 1� y < 21ils4 Q v 2' 3'.=� ^ffiAY jL &�ad�l r Ag Nl� 4 Y A yx MF . '. � � b e 4 xt'y ,005 i Y �cii VK Ry - I j0' ,'xr .. _ It 1h H , A Ri � � x Data use subject to license. TN Scale 1:3,200 W ®DeLorme.Topo Nodh AmericaTm 9. MN(77.0•E{ o -- mo 7w ao m 0 70 O W GF-IOD www.delorme.00m 1"=288.7 ft Data Zoom 16-0 EXHIBIT A FUTURE T HANGAR N 48` 07' 02.16" (PER ALP) W 123° 30' 06.67" 2scab. C D iD 2D 4l (:FEET) 1 INN'e 20 FT. - PROPOSED CROW HANGAR 160' PROPOSED LEASE PROPOSED AREA; 12,000 SF `4 70' BI—FOLD DOOR WITH 80' 0 OFFICE 16' OPENING ------ ----- -----� 3 A-AA 10+90 IlaOD ± ,� t F ' 7 , Ts�" ' f2+ 13100 . T 70' 1 15' 371.5 FUTURE T HANGAR (PER ALP) IOFA-- �-�-TOFA N 48' 07' 02.62"46' W 123° 30' 05.83" 37:5' GROUP II TAXILANE Foom'"74,560 SFf 9.2' TOFA (BASED ON 46' 37.6' MAX 60' WINGSPAN) 9 1pv _. ..-TOFA-•--- TOFA-- ._ TOFA -._..TOFA. .-.W_.�M--' ...._ .._.TOFA-__._.._. TOFq -TOFA _.71�A - TOFA -TOFA LEGEND PROPOSED CROW HANGAR PROPOSED OFRCE �, CJ PROPOSED PAVEMENT y ——— PROPOSED LEASE BOUNDARY -ti` ` rco Suilding s -ern KGa 0 Sy t , S ACCREDITED AC472 IMr bwtwn0 Corporz4on Office:(800)941-2291 (509)244-5611 2714 S.Garfield Road Fax:(509)2442850 Airway Heights,WA 99001-9595 http:/twww.garcobuildings.com September 21, 2011 J & J Construction 233 Alice Rd. Port Angeles, WA 98363 12-B-69350 Crow Hanger Port Angeles, WA MULTIPLE BUILDINGS To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Garco Building Systems. The attached design criteria information is to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Garco Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Garco Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Garco Building Systems WAYI Materials for Metal Buildings An NCI Company 1 Glendon W. Morris, P.E Quality Assurance Engineer 8 12-B-69350 Page 1 of 2 Melling Address: Office:(800)941-2291 Garcoe Building Systems (509)2445611 27144,Garfield Rood Fax:(509)244-2850 ON W®y H hisi WA @6001 'SuNing AlF Arco. systems ACCREDITED AC472 01VW00 Office:(800)941-2291 2714 S.Garfield Road (509)244-5611 (509)244-2850 Airway Heights,WA 99001-9595 hfp:/Iwww.garcobuildings.com Building Code . . . . . . . . . . . . . . . . . . . . . 2009 International Building Code Occupancy Category . . . . . . . . . . . . . . . . Normal (Category II) Roof Dead Load Superimposed . . . . . . . . . . . . . . . . . 2.28 psf (Bldg A) 2.27 psf (Bldg B) Collateral 3.00 psf (0.00 psf Ceiling 3.00 psf Other) Roof Live Load . . . . . . . . . . . . . . . . . . . . 25.00 psf no reduction Snow Ground Snow Load (Pg) . . . . . . . . 25.00 psf Snow Load Importance Factor (I) 1.00 Flat Roof Snow Load (Pf) . . . . . 17.50 psf (per code) Minimum Roof Snow Load (Pf) . . 25.00 psf (used in design) Snow Exposure Factor (Ce) . . . . 1.00 Thermal Factor (Ct) . . . . . . . . . . 1.00 Wind Basic Wind Speed . . . . . . . . . . . . . 100.00 mph Wind Importance Factor (I) . . . 1.00 Wind Exposure Category . . . . . . . C Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 7.00' of corner) 21.62 psf pressure -28.83 psf suction Other Areas 21.62 psf pressure -23.42 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category . . . . . . D Soil Site Class . . . . . . . . . . . . . . D Stiff Soil Ss . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.119 g Sds . . . . . 0.785 g S1 0.468 g Shc . . . . . 0.478 g Analysis Procedure Equivalent Lateral Force Column Line (Bldg A) 4 1-3 SWA & SWC Basic Force Resisting System B4 C4 B4 Response Modification Coefficient (R) 3.25 3.50 3.25 Seismic Response Coefficient (Cs) 0.242 0.224 0.242 Design Base Shear in kips (V) 1.63 9.17 11.29 Column Line (Bldg B) SWC Basic Force Resisting System B4 Response Modification Coefficient (R) 3.25 Seismic Response Coefficient (Cs) 0.242 Design Base Shear in kips (V) 0.00 '110 Basic Structural System (from ASCE 7-05 Table 12.2-1) 9 B4 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame f 12-B-69350 Page 2 of 2 Mailing Address: Office:(800)941-2291 Garco® Building Systems (509)244-5611 2714 S.Garfield Road Fax:(509)244-2850 Airway Heights,WA 99001 f's" .'-.=='4"Zx'�, Dew "°.�'-`�.' ',�.:.. .. i^9s+.`.'=ttr7 =s'�'.�. w �.»n+.»...-.. ,. xn•.u,.nrnrai"+ -� �' - -„ stdin. . DESIGN PACKAGE BUILDER: J.& J Construction CUSTOMER: Crow Hanger JOB NUMBER: 12-B-69350 TABLE OF CONTENTS Page Design Criteria 1 Notes on Drawings 2-3 Deflection Criteria NA Project Layout 4 Building A&B 5-20 Special Details 21-25 Original Design Completed thru Change Order#0 Revision Histo Update Date Rev# Reactions Reason for Revision Pages Revised Revised Eng. 1 Sub W10x45 for W8x48 Bi-fold 10-11-11 GWM dnnr jamb 2 Purlin spacing to even 1' increments 10-12-11 GWM Project Engineer: Glendon W. Morris,P.E. (Spokane) Checking Engineer: David L. Carlson, P.E. (Spokane) Signing Engineer: Glendon W. Morris,P.E. (Spokane) Job Number . . . . . . . . . . . . . . . . . . . . . . . . 12-B-69350 Builder . . . . . . . . . . . . . . . . . . . . J & J Construction Jobsite Location . . . . . . . . . . . . . . . . . . Crow Hanger,Port Angeles,Washington Building Code . . . . . . . . . . ... . . . . . . . . . 2009 International Building Code Occupancy Category . . . . . . . . . . . . . . . . Normal (Category II) Roof Dead Load Superimposed . . . . . . . . . . . . . . . . . 2.28 psf (Bldg A) 2.27 psf (Bldg B) Collateral 3.00 psf (0.00 psf ,Ceiling 3.00 psf Other) Roof Live Load . . . . . . . . . . . . . . . . . . . . 25.00 psf no reduction Snow Ground Snow Load (Pg) . . . . . . . . 25.00 psf Snow Load Importance Factor (I) 1.00 Flat Roof Snow Load (Pf) . . . . . 17.50 psf (per code) Minimum Roof Snow Load (Pf) . . 25.00 psf (used in design) Snow Exposure Factor (Ce) . . . . 1.00 Thermal Factor (Ct) . . . . . . . . . . 1.00 Wind Basic Wind Speed . . . . . . . . . . . . . 100.00 mph Wind Importance Factor (I) . . . 1.00 Wind Exposure Category . . . . . . . C Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 7.00' of corner) 21.62 psf pressure -28.83 psf suction Other Areas 21.62 psf pressure -23.42 psf suction These values are the maximum values required based on a 10 sq ft area. Components.. with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category . . . . . . D Soil Site Class . . . . . . . . . . . . . . D Stiff Soil Ss . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.119 g Sds . . . . . 0.785 g S1 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.468 g Shc . . . . . 0.478 g Analysis Procedure Equivalent Lateral Force Column Line (Bldg A) 4 1-3 SWA & SWC Basic Force Resisting System 134 C4 B4 Response Modification Coefficient (R) 3.25 3.50 3.25 Seismic Response Coefficient (Cs) 0.242 0.224 0.242 Design Base Shear in kips (V) 1.63 10.53 11.29 Column Line (Bldg B) SWC Basic Force Resisting System B4 Response Modification Coefficient (R) 3.25 Seismic Response Coefficient (Cs) 0.242 Design Base Shear in kips (V) 0.0 Basic Structural System (from ASCE 7-05 Table 12.2-1) B4 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame 1 9/23/11 Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1101 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold-formed light gage steel members conform to grade 55, with a minimum yield point of 55 ksi. For Canada, material properties confirm to CAN/CSA G40.20/G40.21 or equivalent. All bolted joints with A325M-09 Type 1 bolts are specified as snug-tightened joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 30, 2004. Pretensioning methods, 'including turn-of-nut, calibrated wrench, twist off type tension control bolts or direct tension indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9.1) is suggested. Using 5 x 5 gutter with" 4 x 5 downspouts, the roof drainage system has been designed using the .method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed at the building corners and at a spacing not to exceed 16 feet. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 4 in/hr rainfall intensity as it corresponds to a 5 year recurrence interval. Design criteria as noted is as given within order documents and is applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that'may apply or for site specific parameters. The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project. The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be attached to• the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require seperate support members within the roof system. Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by manufacturer. X-Bracing is to be installed to a taut condition with all slack removed. Do not tighten beyond this state. This project is designed using manufacture's standard serviceability standards. Generally this means that all deflections are within typical performance limits for normal occupancy and standard metal building products. Hangar Door. The frame at building A building will deflect a maximum of 5.54 inches under full roof gravity loading and 2.1 inches under .uplift loading. The hangar door shall be capable of accepting these deflections. (tie-in not by building manufacturer.) To insure accurate top guide alignment tolerance for proper door operations final adjustment of the top guide system should be done after the roof system is fully loaded. Check with the door manufacturer for door guide alignment tolerances. - 2 9/23/11 The mezzanine, not by manufacturer, in building B shall not attach to material supplied by manufacturer. The stability of the mezzanine for vertical, lateral, and longitudinal loading is not by manufacturer. . 3 9/23/11 �4 _ - - { Y_ r 4 ,2 9/23/11 ,f i key Struts x=double Z, Bu I l der ;. xx=triple Z, 3MS T�' Uais J & J Construction o=plpe(FM) Job Nos 69350A run01 FB Strut keyr Z=double Z, T=tube(WM) O .OL Vers t orn ver01-gwmorrtts BB=Brace Beam 0,F2 0192 0122 b. ao ry m 0 y. C; C; R I I I N s o n 16' 0 12 0 ,. 6x10.8 pipe @ 8' 0 leave typ. 4' ° 71 1 r iTiB o O 15.33 3/4' �, N N N —� x O O M 20'0 1/24) d 00 o C O i W (LJ \ N O -C BB BB Ln I r o c o o ° 1/21 N N bd ' 1 ' o 0 3/40 0 0 BB N � a1 i Lea To Tie-In 0 ", 018 M< 0121 0 .9 T 10 0 0102 26x22 a 0 OPEN a 12x 7 OOOOO � 1' 4 Owner I `N 26' 0 22' 0 's Crow Hanger 70' 0 Port Angeles WA SIDEWALL SWA 5 ', 9/23/11 f 4. . \� key 2t ut fix=o b!e Z Bu, ld r • } �x=triple % 3MS 1 d 3 IS u & u Construction n!/ pZ \ Job N, 6 O run B Strut kw Version, ver1-w# ,e \ I . W4G" mon� -,t c�o� . / . : 000000000 ƒ . i % i . # I . - 220 . 16 0 , 12' 0 \ 80 , \ ¥ O . � k G\ X5/8 ru 0 0 \ o ri C I§ 0 0 0» { 018 021 \ 0 191 O$e \ \ . , • ` . . \ Owner • . . q Crow Hangfr % Port Ag!@s W . . . . . . . SIDEW L . . Attached to Building I std SWA . e /) g2iaii ¥ GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:46 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A bldg_A_01.cds ------------------------------------------------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T ROOF PLANE------- RPA r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\AroofRPA 01.edf Panel . . . . . . . . . . . . . . . . . . . . PBR26 Purlins 55.0 ksi Yield Strength Eave Struts.. . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. PURLIN SPACING : 2@2.17899- S'E) 440 5'9 412 5-I9 412 SIG +13 1,/4 Purlins Q 3,583.9@ 4 Bay Length Member Size Brace L Lap R Lap & 3.167 # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 22.000 8X2.5Z16 None S 0.000 3.146 C 2 26.000 8X2.5Z16 None C 3.146 3.146 C 3 22.000 8X2A Z16 None C 3.146 0.000 S Purlin Clip Use 2 A325 Bolts @ Level 2,3,4,5,6,7,8,9,10 @ Supports:1,2,3,4 Purlin Stiffened Clips @ Level 2,6,10 @ Supports:1,2,3,4 Purlin Backup Plate @ Supports:2,3 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 ---- r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A_bldg_A_O1:cds---------- - - ------------------------------------------------------------------------------- 7 9/23/11 ROOF PLANE ------- RPC r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\AroofRPC_01.edf Panel . . . . . . . . . . . . . . . . . . . . PBR26 Purlins . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Eave Struts . . . . . . . . . . . . . . 55.0 ksi 'Yield Strength Note to Drafting: provide G90. Galvanized Secondary. PURLIN SPACING : 2@3.6142 5'0 4'6 5'0 3'6-5'0 316 5'0 1'3-1/4 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 22.000 8X2.5Z16 None S 0.000 3.146 C 2 26.000 8X2.5Z16 None C 3.146 3.146 C 3 22.000 8X2.5216 None C 3.146 0.000 S Purlin Clip Use 2 A325 Bolts @ Level 2,3,4,5,6,7,8,9,10 @ Supports:4,3,2,1 Purlin Stiffened Clips @ Level 2,6,10 @ Supports:4,3,2,1 Purlin Backup Plate @ Supports:3,2, SWC Eave@ 22.000 '(ft) 8X3.5E14 @ Bays 1-3; SWA Eave@ 22.000 (ft) 8X3.5E12 @ Bays 1-2; 8X3.5E14 @ Bays 3; Eave strut interior connection at SWA uses (4) -1/2" A325 bolts w/SC-18 plate. Eave strut interior connection at SWC uses (4) -1/2" A325 bolts w/SC-18 plate. Lave strut connection at erid-frame uses (4) -1/2" A325 bolts. BRACING ---- Roof: 1 bays rods Plane SWA 1 bays rods Plane SWC 1 bays rods Plane EWB :End Frame Plane EWD : 1 bays rods 6x10.8 pipe @ eave bay 1 tvp. 8 9/23/11 3; GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A_bldg A Ol.cds ------------------------------------------------------------------------------- SIDEWALL PLANE SWA -- ( 8.250" Inset'columns ) r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\Awal1SWA 0l.edf Panel PBR26 Girts . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. - GIRTS SPACINGS 5@4'0 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 410 22.000 8X2.5Z14 None S 0.000 0.146 S 3 410 22.000 8X2.5Z16 None S 0.146 0.000 S 1 810 22.000 8X2.5Z12 None S 0.000 0.146 S 3 810 . 22.000 8X2.5Z12 None S 0.146 0.000 S 1 1210 22.000 8X2.5Z12 None S 0.000 0.146 S 3 1210 22.000 8X2.5Z12 None S 0.146 0.000 S 1 1610 22.000 8X2.5212 None S 0.000 0.146 S 3 1610 22.000 8X2.5Z12 None S 0.146 0.000 S 1 2010 22.000 8X2.5Z16 None S 0.000 0.146 S 3 2010 22.000 8X2.5Z16 None S 0.146 0.000 S Note Maximum Distance To Extend Girt From Adjacent.Bay is 36.00 inches. FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 1210 x 710 8X3.5C14 SWA 3 510 OPEN AREAS: Size Wall Distance 2610 x 2210 SWA 2210 9 9/23/11 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A_bldg A Ol.cds ------------------------------------------------------------------------------- SIDEWALL PLANE SWC -- ( 8.250" Inset columns ) r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\AwallSWC Ol.edf Panel . . . . . . . . . . . . . . . . . . . . PBR26 Girts 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. GIRTS SPACINGS 5@410 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 410 22.000 8X2.5Z16 None S 0.000 1.479 C 2 410 26.000 8X2.5216 None C 1.479 1.479 C 3 410 22.000 8X2.5Z16 None C 1.479 0.000 S 1 810 22.000 8X2.5Z16 None S 0.000 1.479 C 2 810 26.000 8X2.5Z16 None C 1.479 1.479 C 3 810 22.000 8X2.5Z16 None C 1.479 0.000 S 1 -1210 22.000 8X2.5Z16 None S 0.000 1.479 C 2 1210 26.000 8X2.5Z16 None C 1.479 1.479 C 3 1210 22.000 8X2.5Z16 None C 1.479 0.000 S 1 1610 22.000 8X2.5Z16 None S 0.000 1.479 C 2 1610 26.000 8X2.5Z16 None C 1.479 1.479 C 3 1610 22.000 8X2.5Z16 None C 1:479 0.000 S 1 2010 22.000 8X2.5Z16 None S 0.000 1.479 C 2 2010 26.000 8X2.5Z16 None C 1.479 1.479 C 3 2010 22.000 8X2.5Z16 None C 1.479 0.000 S Note Maximum Distance To Extend Girt. From Adjacent Bay is 36.00 inches. .10 9123111 4: GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant = NCI Start Time: 05:04:47 r:\. .\12-B-69350\verOl-gwmorris\Bldg-A\run01\69350A bldg A Ol.cds ------------------------------------------------------------------------------- Endwall Plane EWB Design . . . . . . . . Expandable Frame (CS ) r:\Jobs\Active\ENG\12-B-.69350\verOl-gwmorris\Bldg-A\run01\A,wallEWB 01.edf Panel . . . . . . . . . . . . . . . . . . . . . . . PBR26 Girts . . . . . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings 4@410 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 410 4.667 8X2.5Z16 None S 0.000 0.000 S 6 410 4.667 8X2.5Z16 None S 0.000 0.000 S 1 810 4.667 8X2.5Z16 None S 0.000 0.000 S 6 810 4.667 8X2.5Z16 None S 0.000 0.000 S 1 1210 4.667 8X2.5216 None S 0.000 0.000 S 6 1210 4.667 8X2.5Z16 None S 0.000 0.000 S 1 1610 4.667 8X2.5Z16 None S 0.000 0.000 S 6 1610 4.667 8X2.5Z16 None S 0.000 0.000 S OPEN AREAS: Size Wall Distance 70 x 2010 EWB 418 11 9/23/11 _ to GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\6935OA_bldg_A Ol.cds -------------------------------------------------------------=---------------- COLUMNS ----- ( 0.000" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & bolts ----------------------------------------------------------------------------- 1-I 4.667' WBH48- 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.75" A36 1-G 22.500' W8X10 50..0 ksi 20.0000' 0.375" BP thk See Detail 1-F 40.000' W8X10 '50.0 ksi 20.0000' 0.375" BP thk See Detail 1-E 57.500' W8X10 50.0 ksi 20.0000' 0.375" BP thk See Detail 1-C 75.333' W8K48- 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.75" A36 Header: HSS 6x6x5/16 ®17.5' spacing See Special details for additional framing information Detailing: Please review bi-fold door specs and discuss stub iamb final locations with the project coordinator. Hold max. spacing to 17.5 O.C. as shown above. Sub WlOx45 jamb for W8x48 12 9/23/11 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A bldg_A_0i.cds ------------------------------------------------------------------------------- Endwall Plane EWD Design . . . . . . . . Bearing Frame (BF) r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\Awal1EWD 01.edf Panel . . . . . . . . . . . . . . . . . . . . . . . PBR26 RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 W8X10 50.0 ksi 38.947 0.000 38.947 connections. . . Left: Type-IV SEP Right: Type-III SEP 2 W8X10 50.0 ksi 38.947 38.947 77.894 connections. . . Left: Type-III SEP Right: Type-IV SEP Type-IV SEP = ( 2) -1/2" A325N bolts w/ 3/8" Shear End Plate Type-III SEP = ( 4) -1/2" A325N bolts w/ 3/8" Shear End Plate Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 33.728 PLANE SWC: 33.728 Girts . . . . . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings 6@410 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten ' Exten --------------------------------------------------------------------- 1 410 20.000 8X2.5Z16 None S 0.000 1.479 C 2 410 20.000 8X2.5Z16 None C 1.479 1.479 C 3 410 20.000 8X2.5Z16 None C 1.479 1.479 C 4 410 20.000 SX2.5Z16 None C 1.479 0.000 S 1 810 20.000 8X2.5Z16 None S 0.000 1.479 C 2 810 20.000 8X2.5Z16 None C 1.479 1.479 C 3 810 20.000 8X2.5Z16 None C 1.479 1.479 C 4 810 20.000 8X2.5Z16 None C 1.479 0.000 S 1 1210 20.000 8X2.5Z16 None S 0.000 1.479 C 2 1210 20.000 8X2.5Z16 None C 1.479 1.479 C 3 1210 20.000 8X2.5Z16 None C 1.479 1.479 C 4 1210 20.000 8X2.5Z16 None C 1.479 0.000 S 13 9/23/11 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A_bldg_A Ol.cds ------------------------------------------------------------------------------- Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten ----------------- ------------ 1610 20.000 8X2.5Z16 None S 0.000 1.479 C 2 1610 20.000 8X2.5Z16 None C 1.479 1.479 C 3 1610 20.000 8X2.5Z16 None C 1.479 1.479 C 4 1610 20.000 8X2.5Z16 None C 1.479 0.000 S 1 2010 20.000 8X2.5Z16 None S 0.000 1.479 C 2 2010 20.000 8X2.5Z16 None C 1.479 1.479 C 3 20+0 20.000 8X2.5Z16 None C 1.479 1.479 C 4 2010 20.000 8X2.5Z16 None C 1.479 0.000 S 2 2410 20.000 8X2.5Z16 None S 0.146 0.146 S 3 2410 20.000 8X2.5Z16 None S 0.146 0.146 S Note Maximum distance to extend girt from 'adjacent bay is 36.00 inches. 14 9/23/11 �." � -;�-c T .`T�..^� .,.wNa.._ ,•a:,-_. .,_.k. .�.;.c _...�. n..m.._.., w ., �,.._.. ..,_-.��......, .,.aa ..;.K^Y.,:�x'� tom" -,4,.,._f*�.� ... a wt k s�A �`! CARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:41 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A bldg_A_Ol.cds ------------------------------------------------------=------------------------ COLUMNS ----- ( 8.250" Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & bolts - ----------------------------------------------------------------------------- 4-B 0.000' W8X10 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.625" A36 4-D 20.000' W8X18 50.0 ksi 0.00001. 0.375" BP thk w/( 4) -0.625" A36 Flange Brace @ 12.00 elev. 4-F 40.000' W8X18 50.0 ksi 0.0000' 0.375" BP thk w/ ( 4) -0.625" A36 Flange Brace Q 12.00 elev. 4-H 60.000' W8X18 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.625" A36 Flange Brace @ 12'.00 elev. 4-J 80.000' W8X10 50.0 ksi 0.0000' 0.375" BP thk w/( 4) -0.625" A36 ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 4 --------- -------------------- PLANE SWA: 4-B 4-D BETWEEN PURLINS, USING TYPE 3 CONN. , (4) -1/2" A325N CF Brdg Channel (0.375011) (4) -3/4" A325N W8X10 COLUMN EXTENSION w/ 12.000 " LAP LENGTH; 8X2.5C12 BRIDGE CHANNEL 4-F AT PEAK, TYPE 3 CONN. , (4) -1/2" A325N CF Brdg Channel (0.375011) (4) -3/4" A325N W8X10 COLUMN EXTENSION w/ 12.000 " LAP LENGTH; 8X2.5C12 BRIDGE CHANNEL 4-H BETWEEN PURLINS, USING TYPE 3 CONN. , (4) -1/2" A325N CF Brdg Channel (0.375011) (4) =3/4" A325N W8X10 COLUMN EXTENSION w/ 12.000 " LAP LENGTH; 8X2.5C12 BRIDGE CHANNEL 4-J PLANE SWC: 15 9/23/11 Ff,SOF, 5 d- .=�...5^',ry fix......> aw-t-� v,�-s.'ir.. .. .0 �..�oe .....<.'.v 3.. - .a..:�Fs.3. � i ....�a'2�i.*e. a v �-m'` `k L-re2�•� +ysa`a��l� �� GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:47 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\6935OA bldg_B_01.cds ------------------------------------------------------------------------------- LEAN TO ON SIDE SWA D E S I G N S U M M A R Y R E P O R T ROOF PLANE ------- RPC r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\BroofRPC 01.edf Panel . . . . . . . . . . . . . . . . . . . . PBR26 Purlins . . . . . . . . . . . . . . . . . .. 55.0 ksi Yield Strength Eave Struts . . . . . . . . . . . . . . 55.O ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. PURLIN SPACING : 2@2't tl'2 5@2' 2 1 6 9@2' & V Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten ----------------------------------------- ---------------------------- 1 27.167 8X2.5ZI2 None S 0.000 0.000 S Purlin Clip Use 2 A325 Bolts @ Level 2,3,4,5,6,7,8 @ Supports:2,3 Purlin Stiffened Clips @ Level 2,8 @ Supports:2,3 SWC Eave@ 20.333 (ft) : SST @ Bays 1; Add 8x2.5Z12 in lieu of eave strut Eave strut connection at end-frame uses (4) -1/211 -A325 bolts. BRACING ---- Roof: 1 bays rods Plane SWC :None Plane EWB :Other Wall(s) Plane EWD :Other Wall(s) 16 9/23/11 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:48 r:\. .'\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A bldg_B_01.cds ------------------------------------------------------------------------------- SIDEWALL PLANE SWC -- ( 8.25011 Inset columns ) r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\Bwal1SWC Ol.edf Panel . . . . . . . . . . . . . . . . . . PBR26 Girts . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. GIRTS SPACINGS 9@210 Bay Elev. Length Member Size Brace L 'Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 210 28.333 8X2.5Z14 None S 0.000 0.000 S 1 410 28.333 8X2.5214 None S 0.000 0.000 S 1 610 28.333 8X2.5Z14 None S 0.000 0.000 S 1 810 28.333 8X2.5Z14 None S 0.000 0.000 S 1 1010 28.333 8X2.5Z14 None S 0.000 0.000 S 1 1210 28.333 8X2.5Z14 None S 0.000 0.000 S 1 1410 28.333 8X2.5Z14 None S 0.000 0.000 S 1 1610 28.333 8X2.5Z14 None S 0.000 0.000 S 1 1810 28.333 8X2.5Z14 None S 0.000 0.000 S Note Maximum Distance To Extend Girt From Adjacent Bay is 36.00 inches. 17 -9/23/11 Y 1 GARCO Building Systems, Airway Heights, WA Design Summary Program User: gwmorris Job Number: 69350A . Design Summary Report Version: 3.95 run01 Date: 09/22/11 Manufacturing Plant - NCI Start Time: 05:04:48 r:\. .\12-B-69350\ver01-gwmorris\Bldg-A\run01\69350A bldg_B_01.cds ------------------------------------------------------------------------------- Endwall Plane EWB Design . . . . . . . . Bearing Frame (BF) r:\Jobs\Active\ENG\12-B-69350\ver01-gwmorris\Bldg-A\run01\Bwal1EWB 01.edf Panel . . . . . . . . . . . . . . . . . . . . . . . PBR26 RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ----------------------------------------------------- ------- I W10X12 50.0 ksi 18.878 0.000 18.878 connections. : . Left: Type-V SEP Right: Type-V SEP Type-V SEP = ( 4) -1/2t1 A325N bolts w/ 3/811 Shear End Plate Flange Braces at following purlins (horizontal distance from eave) PLANE SWC: 4.259, 122.599- 4..0, 12.0 & 18 Girts . . . . . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Gists Spacings 5@410 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 410 _ 20.000 8X2.5Z14 None S 0.000 0.000 S 1 810 20.000 8X2.5Z14 None S 0.000 0.000 S 1 1210 20.000 8X2.5Z14 None S 0.000 0.000 S 1 1610 20.000 8X2.5Z14 None S 0.000 0.000 S 1 2010 20.000 8X2.5216 None S 0.000 0.000 S Note Maximum distance to extend girt from 'adjacent bay is 36.00 inches. COLUMNS ----- ( 8.25011 Inset columns ) Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & bolts ----------------------------------------------------------------------------- _ 3-A 0.0001 W8X10 50.0 ksi 0.00001 0.37511 BP thk w/( 4) -0.625t1 A36 Flange Brace @ 18.00 elev. Endwall Plane EWD Design Same as EWB 18 9/23/11 i Garco Building Systems FRAME ID'#01 USER NAME:gwmorris DATE: 9/22/11 TIME:16:19:28 PAGE: 1-11 cs 80./22./16.5 25./100./25. JOB NAME:69350A FILE:a_cs_l.fra 1 LOCATION:s'Gridlines 1 DETAIL FILE: Active\Eng\12-B-69350\ver01-gwmorris\Bldg-A\Drftg\xOlL fl) All sectional dimensions are in inches. BOLTS:A325 FULLY TIGHT WEIGHT: 4448 lbs (2) All Flange lengths are measured along outer flange. _ PURLINS(horz. from save) :8"-Z GIRTS vert. from floor 8"-Z 5®4' r8.25111 { 3 i 6X0.3125 6X0.3125 0.156 SX0.5 0.156 � F, � 6X0.3125 0.185 6X0.3125 ' WEB THK. 1010" 8X0.5 - 1010" Symm. I.F. Frame 17.842' 1.008 12 6 C C 22' E.H. 5 C Cc E Ln r in i K o m N m O m N Purlins .@ 3 . 583 , 9 @ 4 , & 3 . 167 typ . m im N rl N N N N Ln l� N M N M O G % ri m m I 4-1" Dia. rod Typ. i I L40' ~ CONNECTION DETAILS * = 1 I Location 1 *-10 2 3 4 5 6 7 8 Web Dep. 12.0 18.0233 20.0 N/A 18.0 18.0 23.0491 28.0 Type BASE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE SPLICE 2E/2E Plate(DN) 8.OXO.375 N/A 3.75XO.5 a.ox0.5 a.OXO.75 N/A N/A 6.OX0.5 Plate(UP) N/A N/A N/A N/A 8.OXO.75 N/A N/A 6.OXO.5 Bolts N/A N/A N/A (8)-1 N/A N/A (8)-3/4 19 9/23/11 i Garco Building-Systems FRAME ID #02 USER NAME:gwmorris DATE: 9/22/11 TIME:16:23:45 PAGE: 2-1 cs 80./22./23.417 25./100./25. JOB NAME:69350A FIL2.a_cs_2-3.fra i LOCATION: Gridlines 2 3 DETAI-L FILE: Active\Eng\12-B-69350\ver01-gwmorris\Bldg-A\Drftg\x02L (1) All sectional dimensions are in inches. BOLTS:A325 FULLY TIGHT WEIGHT: 4245 lbs (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8"-Z GIRTS vert. from floor ; 8"-Z 5®4.' 8.25" I i 6X0.375 6X0.375 0.156 6X0.25 0.156• O.F. 6X0.375 0.25 6X0.375 WEB THK. 6X0.3125 10'0" Symm. I.F. 16.236' Frame I 1.00 8 12 7 C 5 C C 22' E.H. 757 w N N N I N M � M � M � O n1 W x e N Purlins @ 3 . 583 , 9 @ 4 , & 3 . 167 tvn - LZ I m N \ N N N N N n N N M O m M N rl j I i ti x I_F i 40' W (L W I ~I 0 3 " CONNECTION DETAILS *'= 2 3 I Location1 *-10 2 3 4 5 6 7 8 Web Dep. 10.0 35.3425 41.0 N/A 39.0 14.0 18.0308 22.0 Type BASE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE SPLICE 2E/2E t Plate(DN) 8.0X0.625 N/A 2.75x0.5 6.0X0.25 8.0x0.75 N/A N/A 6.0x0.5 Plate(UP) N/A N/A N/A N/A 8.0x0.75 N/A N/A 6.OXO.s Bolts (4)-1 N/A N/A N/A (8)-1 N/A N/A (8)-3/4 20 9/23/11 I. I Column 1/2" Flange Clear Opening Width IX/ 14 Door Jamb (Per Design) Fastener #6 12-24 X .1 11/44" Tek 4.5 w/washer SD, at 20" O.C. I - Steel Line r Door Leaf (Not by Metal Bldg. Manufacturer) Ir Wall Panel (Profile may Vary) p c; -- Jamb Trim F22 5" Clear Opening Sheeting Set Back Schweiss — Wilson — Hi Fold Bi—Fold Door Jamb Detail 08/21/09 Created On: 08/21/09 NOTE: These drawings are intended to depict general installation DRAWING NO. --------- - ---of-item(s) described above.--- Some-items)-may have been omitted----- ---- -------------- for clarity of presentation. Consult your erection manual or S D 3 additional SD—Sheets for further guidelines and/or clarifications. - 21 9/23/11 y � ■ r Clear Opening (4) 5/8" x 1 1/2" A325 Bolts Without Washers o c0U, --------- ------------ o o a Tube Header Cn ----------------------- 3/8" Tube Header Clear Opening Schweiss — Wilson — Hif old Tube Header Connection To Jamb Column Hot Roll Header 08/21/09 Created On: 08/21/09 NOTE: These drawings are intended to depict general installation DRAWING NO. ---- - - --------of- item(s) described-above.—Some-item(s)-may have been--omitted--,--- ---- -- - -- for clarity of presentation. Consult your erection manual or SD _303C_ additional SD—Sheets for further guidelines and/or clarifications. 22. 9/23111 Stub Column ATj___ ------------ ---------- T-------- ------------------------ --------------------------- Tube Header Tube Header * Hinge is not supplied by Bldg. Mfr. Line Steel Stub Column Tube Header * Hinge �--- —� O Erection Aid Bolts. , Use (2) 5/8"0 x 1 1/2" A325 Bolts Temporarily to hold header in place. C) -;--------- 2O Connection Bolts. Use (2) 5/8"0 x 1 3/4" o A325 Bolts o After headers are o E in place. � o O M o o, CU N a O Schweiss — Wilson — Hi—Fold Bi—Fold Door Stub Column to Tube Header Connection 08/21/09 Created On: 08/21/09 NOTE: These drawings are intended to depict general installation DRAWING NO. ------"-- --------of item(s)- described above.---Some" item(s) may-have been- omitted-- -- ---------for clarity of presentation. Consult your erection manual or SD301 ` additional SD—Sheets for further guidelines and/or clarifications. 23 9/23/11 Slot holes @ jambs. Allow for 3/4"upward and 0.25x8/0.1345x8 downward movement. (4) 5/8"0 x 1 1/2" 1'_6" A325 Bolts Rake Angle _____________ L4x2x16ga. P in RA1 Brace Beam Brace 5/8"0 x 1 3/4" ------------- -- A325 Bolts Q 3 Bolts If Req'd ❑ 4 Bolts o By Design HSS 6x6x5/16 I o U L3x3x1/4 Tube Header o , (1) L 3"x 3"x 1/4" Brace * Hinge ' © ©' � SC-311 , C) w/(3) 5/8"0 x 1 3/4" N A325 Bolts ! N , C ' L v- L O o0 o (2) 5/8"0 x 1 112" C:) ~ A325 Bolts 0 o 1at each end E o 0 c C CD * Hinge is not supplied by Bldg. Mfr. a U Schweiss — Wilson — Hi—Fold Bi—Fold Door Stub Column & Rafter Connection 08/21/09 (Greater Than 16") Created On: 08/21./09 NOTE: These drawings are intended to depict general installation DRAWING NO. ---- -- ---of--item(s)--described-above.—Some--item(s) may have been- omitted------ — -_..---.----- for clarity of presentation. Consult your erection manual or S D3-0'0 additional SD—Sheets for further guidelines and/or clarifications. 24 9/23/11 Sheeting Angle RA1 L 4 x 2 x 16ga. x 20'-0" Member Screw 12-14 x 1 1/411 °- (See SD1E) Support Angle KBC ' a L 1 x 1 x 14ga. Fastener #6A (Golvalume Only) ► m 12-24 x 1 1/4"SD Tek 4.5 a t 12" 0.C. Head Trim F850 Rubber Boot Seal. pp N (Not By Bldg Mfr.) No.. -40 s Head Trim - F24 Hinge ; Tube Header (Not by Bldg Mfr.) O rA s; Door Leaf �- Header I 0 r"L O = (Not By r .� Bldg. Mfr )�� 0 Stitch Screw r !:z-:: »-;�� E �LL_� �.._J. O 0 1/4"-14 x 7/8" �– at 12" O.C. i o m in Fastener #6 — 12-24 x 1 1/4" SD � Tek 4.5 w/ Washer i m at 12" O.C. Schweiss — Wilson — Hi—Fold Bi—Fold Door Header Detail 08/21/09 Created On: 08/21/09 NOTE: These drawings are intended to depict general installation DRAWING NO. - ---- --------of-item(s)-described- above:- Some item(s)-may have-been-omitted--- ---- - for clarity of presentation. Consult your erection manual or S D 3 O 4 additional SD—Sheets for further guidelines and/or clarifications. 25 9/23/11 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily • • - • • • - -1 11 IR MAO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address FAIRCHILD INTERNATIONAL AIRPORT Date 10/21/2011 PORT ANGELES, WA 98363 For Building Department Use pplicant Name: THE ALBERT HALL COMPANY, LLC Applicant Address: 1212 MALETTI HILL RD. Applicant Phone: PORT ANGELES, PIA Project Description x New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive ZX Component Performance ❑ Seattle EnvStd (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Occupancy Group 0 Nonresidential O Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 (See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration These fenestration and wall values are (rough opening) Gross Exterior calculated per inputs provided in the (vertical&overhd) divided by Wall Area times 100 equals %Fenestration ENV-UA form. In the electronic form 150.0 1730.0 X 100 = 8.7$ these cells auto-fill and cannot be edited. - O yes Allowable If project meets all requirements as defined in section 1310.2. Only allowed as Semi-Heated Path prescriptive path and must be calculated separately from other conditioned spaces. Limited to no reduced wall insulation levels. Requires other fuel heating and qualifYing thermostat. Envelope Requirements(enter values as applicable) Envelope Requirements(continued) Minimum Insulation R-values Maximum U-factor Roofs-Insulation Above Deck /A Vertical Fenestration Roofs-Metal Building R38 ADV Non-Metal Frame =0.30 Roofs-Single Rafter /A Metal Frame /A Roofs-Attic and All Others /A Entrance Door /A Walls-Mass /A Skylights-Without Curb /A Walls-Metal Building 1+R5 Skylights-With Curb /A Walls-Steel Framed /A Opaque Doors-Swinging =0.60 Walls-Wood Framed and Other 1+R5 Opaque Doors-Non-Swinging =0.60 Floors-Mass /A Maximum SHGC(or SC) Floors-Steel Joist /A Vertical Fenestration Floors-Wood Framed and Other /A A Non-North SHGC=O.40 Maximum F-factor North SHGC=O.40 Slabs-on-Grade-Unheated ONE Skylights /A Slabs-on-Grade-Heated /A Notes: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily • • • . • rM ski • • ' 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements Use table to determine if project qualifies for the optional for Prescriptive Option Prescriptive Option. All components must meet the stated nAnf RUN q Clrmate�Zone 1�Clrmate Zone,4'p s ��h ��lrmate Zane 2 � t kNonrestdenhal ' ""s"�tesd ienhai Other`� � '�NonreartlenttalResrdential Othert6ad r +#.rt r ^t ,4,<� 3", 3.'4 ' ti ,�",' C;. w '.q•.wi z a ..GroaP .a � f s� ttian�Sr-W Fy'XI + ' Singk F milyg x. Q'pagae*F�ements `� ';�� 7 s r wt4 �snlabOD IYLn,R Valne4q� w7go', Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building R-25+R-11 Ls R-25+R-11 Ls R-25+R-11 Ls R-25+R-11 Ls Single-Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R49 R-38 adv or R49 R-38 adv or R-49 R-38 adv or R49 Walls,Above-grade Mass R-5.7 c.i.' R-11.4 c.i.' R-7.6 c.i. R-13.3 c.i. Metal Building R-13+R-7.5 c.i. R-19+R-8.5 c.i. R-13+R-7.5 c.i. R-19+R-16 c.i. Steel Framed R-13+R-7.5c.i. R-19+R-8.5 c.i. R-13+R-7.5 c.i. R-19+R-14 c.i. Wood Framed and Other R-21 R-13+R-6 c.i. R-13+R-7.5 c.i.,or R-21+R-5 c.i. R-21+R-2.5 c.i. Blow Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38+R4 c.i. R-38+R4 c.i. R-38+R-4 c.i. R-38.0+R4 c.i. Wood Framed and Other R-30 R-30 R-30 R-30 Slab-On-Grade Floors Unheated R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 24 in.(with thermal break) thermal break). thermal break) thermal break) Heated R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal break) break) break) break) Opaque Doors Maximum U Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 Non-Swinging U-0.600 U-0.400 U-0.600 U-0.400 Fepestrtitioiit,O 40•�pfR'all„ " >,,' �Assembl'y,'.MaztmumU faetoc{NFRCaRate+�. ' Verffcal Fenestradon Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U-0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Without curb(i.e.sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb(Le.individual unit U-0.60 U-0.60 U-0.60. U-0.60 Fepestrahon 04W/0of i�aA ' A.,t �r „t Assembly�Maaimam SHGC Factor . E. .;lu 10 16, °. Vertical Fenestration SHGC-0.40 all, OR No Requirement SHGC-0.40 all, OR No Requirement SHGC-0.45 all PLUS SHGC-0.45 all PLUS permanent PF>0.50 on permanent PF>0.50 on west,south,east west,south,east Skylights SHGC-0.35 SHGC-0.35 ISHGC-0.35 SHGC-0.35 The following definitions apply:c.i.=continuous insulation,Ls=liner system(see definitions) Footnote 1:Zone 1,nonresidential walls may be ASTM C90 concrete block walls,ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally,with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu-in/h•ft2•°F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address FAIRCHILD INTERNATIONAL AIRPORT Date 10/21/2011 Occupancy Group Q Nonresidential O Multifamily residential Clear For Building Department Use Climate Zone Q Zone 1 O Zone 2 Fenestration Area as%gross exterior wall area 8.794 Max.Target: 40.0% Notes: 1:If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:U-factors shall come from chapter 10 or calculated per 1332. See the ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID&page/plan#for each bldg.element U-factor x Area A =UA U x A U-factor x Area A = UA U x A R= ID: 0.034 oR= ID: Above`.Dedc Insulation U 0 034 R=38 ADV ID:DROP CEILING 0.026 604 15.7 0.031 604 '. 18.7 R= ID: Metal'Bwkimg U-0 031 R= ID: R= ID: 0.027 R= ID: Smgie`raft attc othe" R= ID: € R= ID:METAL BLD WALL R21 +R5 Cl(EAST) 0.062 368 22.8 0.064 718 46.0 LL R= ID:METAL BLD WALLR21 +R5 Cl (WEST) 0.062350 21.7 Steel#rams/metal bldg`:t; U-0064 R= ID: 0 . R= ID: . .,, �.. s R=21 ID:2x6 WOOD WALL R21+R5 Cl(NORTH) 0.042 465 19.5 0.057 842 48.0 HR=21 ID:2x6 WOOD WALL R21+R5 Cl(SOUTH) 0.042 377 15.8 Wood Frame other U-0 057' m c R= ID: Cr m R= ID: 0.150 cL N R= ID: Mass Wall U-0150 m R= ID: :': � R= ID: Proposed assembly U-factor from Tables 10-5 thru 10-56 H R= ID: 0.150 c 3 R= ID: Assumed to beMassMlall U-0:150 m R= ID: x, ` Proposed assembly U-factor from Tables 10-5 thru 10-513. Do NOT use Table 10-1. au U=0.6 ID:3068 MAN DOOR BTWN HANGER 0.600 20 12.0 0.60 20 12.0 12 U=0.6 ID: dal Doors' '¢, so1�01. � 00 U=0.6 ID: g s a sus n U=0.6 ID: 12 R= ID: 0.029 °o R= ID: Fkwrs x SUP', U-0x029 ' LL r zr 'nfi 2'�Jlt�.ii kryi y,x w f, R= ID: u F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R= ID:UNHEATED-UNINSULATED d 0.730 99 72.3 0.540 99 53.5- m m R= !D: l z Slab-Or.Grade r< �U-0 540 4' D R= ID: R= ID: 0.360 N = R= ID: Heated Slab-0n=Grade ` U-0360 fs Proposed assembly F-factors can use the unheated values in Table 10-2 w ` "Zone 1 CMU walls meeting Table 13-1 Footnote 1 can be entered Area UA Area UA with U-value of 0.15 rather than Table 10-5b values. Plans must Page 1 rJParly ctata fnntnntP rwnrrirPmPntc Subtotal 2283 180 2283 178 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Project Address FAIRCHILD INTERNATIONAL AIRPORT Date 10/21/2011 Fenestration Area as%gross exterior wall area 8.796 Max.Target: 40.09 For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:Provide NFRC or Table 10-6 U-factor(See Section 1312.1)for fenestration assemby(combined See the ENOL UM t%?19AWAf how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID&page/plan#for each bldg.element U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) E U= ID: 0.40 u_ U= ID: Metal Frame $ k�' 19 U= ID: U-040 2 U= ID: c U=0.32 ID:6070 FRENCH DOOR(SIDE WALL) 0.30 42 12.6 0.32 n 150 ..`> 48.0 U= ID:6070 FRENCH DOOR(SIDE WALL) 0.30 42 12.6 Non-Metal Frame h U= ID:4030 SL(SOUTH WALL) 0.30 12 3.6 �U-032 ' U= ID:4030 SL(SOUTH WALL) 0.30 12 3.6 LL_ c U= ID:4030 SL(EAST WALL) 0.30 12 3.6 Z U= ID:4030 SL(WEST WALL) 0.30 12 3.6 U= ID:4030 SL(WEST WALL) 0.30 12 3.6 U= ID:2030(WEST WALL) 0.30 6 1.8 U= ID: 0.60 U= ID: Metal'Entance Qoor D U= ID: V-0 60 2 U= ID: U= ID: 0.50 U U= ID: ithotiXCutW4, 0 U= ID: U-0 50 v, U= ID: ,. ,.:. .e U= ID: 0.60.. 0 U= ID: Inducting Curb;'' _ U= ID: U-0 60 U= ID: h Area UA Area UA Page 2 Subtotal 150 45 150 48 Page 1 Subtotal 2283 180 2283 178 To comply: Total 2433 225 2433 226 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. r ■Ilii■ . ` �!� ■■■ ■ ■ ■ ■� ■�■iii■■■ ■■■ ■� ■■■■�■■■■�,�,.� IW■ C■i■iii ■` ■___■r .■ ■ ■■■ ., ; _ ■■■ ■n ■fin■■ •�� ■r r, ■ l■■ ■ i��7■�!■.� 1., . ! ■■■■II MINOAN= �1 �►SEW � . -��> � iii■■. -• ,�!�� . i y■■■ Now ralai■■■(7�1��■C' %J■ ■■■/�■ ■ ■ ■,/ ■■�■ ■'' ■■{moi■■■■ ■■■■■■■gill■■[� '%i■■mm'm ■P 1Ca■■�' ■■■ ■ ■■■■■■i■::■■■■■..wl "■■'��'■■■■■■ ■■ ■■ ■■■■■■1 'i ■■��I!r�llr �mv ■■ME=■■■■■■■■ ■MEN■■■■■■�was .� rr .�� r■■■■■■■■■■■■■■■■ ��■■■moan ■■■■■■■■■■■■■■■■■■■.■� ■■■ ■■��::::iu■■ ■■■ m■■■mw■■■■■■ ■■ �M■■r■■��■■ moi■■■■■610900440 BEEN. m 06 �■■�ii�� - ■■.■3gal3 �eotseces�ade Single 11-7/8" BCI® 60-2.0 DF Joist\J01 BC CALL®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday, November 16,2011 Build 440 16 OCS Non-Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: 11197 ALBERT HALL Description: J01 Address: PORT ANGELES AIRPORT Specifier: SRH City,State,Zip: PORT ANGELES, WA 98362 Designer: Customer: Company: ZENOVIC&ASSOC. Code reports: ESR-1336 Misc: 20-00-00 B0,2-1/2" LL 667 lbs B1, DL 133 lbs LL 66677bs lbs DL 133 lbs Total Horizontal Product Length=20-00-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary 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 50 10 16 Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 3,892 ft-lbs 62.4% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 800 lbs 62.4% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U402(0.588") 59.6% 1 1 output as evidence of suitability for Live Load Defl. U483(0.49") 99.4% 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.588" 58.8% 1 1 properties and analysis methods. Span/Depth 19.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2-1/2"x 2-5/16" 800 lbs n/a n/a Unspecified (800)232-0788 before installation. B1 Wall/Plate 2-1/2"x 2-5/16" 800 lbs n/a n/a Unspecified BC CALCO,BC FRAMER®,AJSTm, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(U480)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.L.C. Page 1 of 1 «WBelsecescade Single 11-7/8" BCI8 60-2.0 DF JoistWO2 BC CALL®3.0 Design Report-US 2 spans I Right cantilever 0/12 slope Wednesday, November 16,2011 Build 440 16 OCS Non-Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: 11197 ALBERT HALL Description: J02 Address: PORT ANGELES AIRPORT Specifier: SRH City,State,Zip: PORT ANGELES,WA 98362 Designer: Customer: Company: ZENOVIC&ASSOC. Code reports: ESR-1336 Misc: i r 16-00-00 0400-00 B0,2-1/2" B1,3-1/2" LL 538 lbs LL 829 lbs DL 101 lbs DL 166 lbs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live OCS(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 50 10 16 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 2,464 ft-lbs 39.5% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -640 ft-lbs 10.3% 100% 16 2-Left be verified by anyone who would rely on End Reaction 639 lbs 49.8% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 995 lbs 36.2% 100% 1 2-Left particular application.Output here based on building code-accepted design Cont.Shear 663 lbs 39.6% 100% 1 1 -Right properties and analysis methods. Total Load Defl. L/756(0.252") 31.7% 14 1 Installation of BOISE engineered wood Live Load Defl. 2xU557(0.172") 64.6% 14 2-Cantilever products must be in accordance with Total Neg.Defl. 2xU-489(-0.196") 49.1% 14 2-Cantilever current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.252" 25.2% 14 1 or ask questions,please call Span/Depth 16.0 n/a 1 (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMERS,AJS rm Bearing Supports Dim.(L x WI Value Support Member Material ALWOIST®,BC-RIM BOARD- BCI®, BOISE GLULAM SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-5/16" 639 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM 61 Beam 3-1/2"x 2-5/16" 995 lbs 16.4% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Cautions trademarks of Boise Cascade,L.L.C. Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum(0240)Total load deflection criteria. Design meets User specified(2xU360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 gmld Krazari & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 12,2012 KA Project No: 106-11146 Building Permit No: 11-427/428/1004 Jeff Robb Port of Port Angeles P.O.Box 1350 338 West First Street now Port Angeles,WA 98362 HIE RE: Port of Port Angeles Intermediate Airport Buildings Port Angeles,WA Dear Mr.Robb: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: March 05,2012 Field Report No. 149238 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, William D.Ugolini,ICC Certified Projects Manager Peninsula Division r WDU/aw Enclosures I cc: permitsna,cityofua.us timAcarlettiarchitects.com { i f t C I 2 With Offices Serving The Western United States 3 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 aZan & Associates, Inc. FIELD REPORT NO: r GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3- — 0/_2 CONTRACTOR: PROJECT#: _ �o,� -�ii�s G JURISDICTION: PROJECT: A�,rzG��,e�,l$u.t�„v�-_s PERMIT#: LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: T; WEATHER: TEMP: 0 oti .Sa. '4/y� 71, a{mo o � r A rtes AEarA,.o .�, oeG. 4E dWEeZ e Y .3,oe' e2Lem�t �.flL-�C c err, /3yocrR e�N �^—/1 r L iv Cr�i 11.LTi,��v C .vef7— i 1 i i Equipment/Asset Number(s): To the best of my knowledge,the abo WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: M Technician: This report indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This intormation is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of f the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. 1 Offices Serving the Western United States I Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 ' 'qm.=--x-d-KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING V CONSTRUCTION TESTING & INSPECTION Q March 26,2012 KA Project No: 106-11146 Building Permit No: 11-427/428/1004 k Jeff Robb Port of Port Angeles P. O.Box 1350 4.. 338 West First Street Port Angeles,WA 98362 RE: Port of Port Angeles Intermediate Airport Buildings 01 Port Angeles,WA I. Dear Mr.Robb: d In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: March 05,2012 Cylinder Report No. 52131 —7 Day Break March,08,2012 Field Report No. 149259 Moisture Density Analysis No. P20608 Particle Size Distribution No. P20608 i Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. ii f Respectfully submitted, t , t i Kameron Binns,ICC Certified Master Inspector Peninsula Division KB/aw Enclosures RECEIVED ECEIVED cc: permits(a)citvofpa.us titnRcarlettiarchitects.com MAR 2-7 2012 k F 3' CITY OF PORT ANGELES BUILDING DIVISION i 1 With Offices Serving The Western United States 1230 Pinn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126*Fax:(360)598-2127 •.Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P20627 Date 3/5/2012 Report No. 52131 Weather CLEAR Jurisdiction PORT ANGELES Permit No. 11-428 Project AIRPORT BUILDINGS Engineer Location PORT ANGELES Architect client PRIMO CONST. Contractor PRIMO CONST. Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site MIX Mix No. M3060 Cern.lbs. C250 561 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 12:40 387 1.7927 5.2 5 55 43 C.agg.lbs.3 C220 1853 Sand lbs. C200 1315 Water lbs. B285 27 Placement Area Air Ent(oz) A350 5 Location BLDG 2 WEST END Other(oz) A340 34 DRIVEWAY APRON: 12"X12" FOOTING/SLAB other(oz) A323 40.2 REINFORCEMENT INSPECTED AND CONFORMS other(oz) 4-18" EACH WAY Other(oz) 344 AT FOOTING Water Added on Job(gals,) 15 Field Test Methods Remarks PLACED BY TRUCK CHUTE x ASTM C143 ASTM C138 CONSOLIDATED BY MECHANICAL VIBRATION X ASTM C1064 ASTM C173 X ASTM C31 Other inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 3/6/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(pst) Set# By Type Test Methods P20627 3/12/2012 7 4X8 12.56 43035 3,430 AC 5 X ASTM C39 P20627 4/2/2012 28 4X8 ASTM C109 P20627 4/2/2012 28 4X8 ASTM C617 P20627 4/2/2012 28 4X8 X ASTM C1231 P20627 H 4X8 ASTM C780 P20627 Other P20627 P20627 Test Results Remarks FIELD REPORT NO. 149238 Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03101 Nvislon 2 Effedlve Date 121aM The Wofmadon provided on ods repon Is propered IN the emlustva uae of the edea.Tri roW may nol be csproduaed in erry format wwww om wrltsn permbsion of oro dent and ftron d Assodalea. t •- Ud 149259 aZ�� & Associates, Inc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: &- g-" f 2, CONTRACTOR: 14,W72-t-', 6;4V^D/ 7 PROJECT#: L6��_ 1 a �`� JURISDICTION: lf!&l PROJECT% -4 ,01!T - PERMIT#: A1//� LOCATION: S� �C=��' INSPECTOR: 51�/�C ��G��✓i� KRAZAN PROJECT MANAGER: h'7i3 WEATHER:_ e:7C-� TEMP: � 771kwls z--Vj SEE j Jtfi y. 1 I /CSV c5t��JY 64 P 5�VV;2 2 M. U'! 7 n�� L Equipment/Asset Number(s): CONFORMS f s To the best of my knowledge,the abo e W WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements, Y Superintendent/Representative: Technician: t This report indicates our inspector's observation and testing results based on Xsfe condition and contractor's activities.This information is subject to review prior to al submittal.By signing this report,our Inspector does not accept responsibIlity for validity of the results.Some information on this report may have been provided by others on site. The Information provided on IV report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. t Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup(253)939-2500 k DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22!2009 F MOISTURE DENSITY ANALYSIS 135.0 132.5 130.0 CLU .y G N 127.5 125.0 — `—� -- -- — -— - - -- -- 122.5 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat. %> X76< P .S GLL PI Depth USCS AASHTO Moist. 314 in. No.200 GP A-1-a NV NP 7.4 4.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 133 pcf 131 pcf POORLY GRADED GRAVEL WITH SAND Optimum moisture=6% 7% Project No. 106-11046 Client: GRANITE CONSTRUCTION Remarks: Project: SECURITY ENCLAVE ! " FIELD REPORT: 149259 FIELD DESCRIPTION:TANIGRAY SANDY GRAVEL W/SILT Location: DELTA AREA RAILROAD SAMPLE ID:P20608 1aw . , Figure �✓ Particle Size Distribution Report C! G . � 0 000 0 oas =� � 4t ° 100 10 go { E I k I I I I I I I I l 80 - 20 70 ► -4--430 m LU 40 n Z 60--- z LL Z 50 I ! 11 { I I I f ! I I I 50 I U ! I I I I l l I I F I I I I I _ _ 60 D� w 40 --- UJ I I 70 x 30 I I 1 1 ! k { I I V I I I 20 so I I I I I I I I I I I 90 10 I I I I I i t I I I i , 100 00.001100 10 i 0.1 0.01 0.001 : . GRAIN SIZE-mm. %Gravel %Sand _ %Fines %Cobbles Coarse Fine Coarsel Medium Fine Slit Clay 0.0 15.7 55.1 67T 6.5 11.2 4.8 ff Test Results(ASTM 136 8, ASTM 117) Material Description Opening Percent Spec." Pass? POORLY GRADED GRAVEL WITH SAND Size Finer (Percent) (X=Fall) 1.5 100.0 1 92.5 Atterbera Limits(ASTM D 431_81 .75 84.3 PL= NP LL= NV Plc NP .625 78.8 Classification .5 66.8 USCS(D 2487)= GP AASHTO(M 145)= A-I-a .375 54.6 #4 29.2 Coefficients #8 23.0 D90=23.2049 D85= 19.5732 D60= 10.9506 #16 20.4 D50= 8.4875 030= 4.9153 D15= 0.3844 #40 16.0 D10= 0.2420 Cu= 45.24 Cc= 9.12 #60 10.3 Remarks #100 6.5 FIELD REPORT: 149259 #200 4.8 FIELD DESCRIPTION:TAN/GRAY SANDY GRAVEL W/ SILT Date Received: 3/8/2012 Date Tested: 3/9/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) Location:DELTA AREA RAILROAD Date Sampled: 3/8/2012 Sample r• P2060 Client: GRANITE CONSTRUCTION Project: SECURITY ENCLAVE P ct o: 6-1 Figure { 4 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily i. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address FAIRCHILD INTERNATIONAL AIRPORT Date 10/21/2011 PORT ANGELES, PTA 98363 For Building Department Use Applicant Name: THE ALHERT HALL COMPANY, LLC pplicant Address: 1212 10-MTTI HILL RD. pplicant Phone: PORT ANGELES, PTA Project Description x New Building ❑ Addition ❑ Alteration ❑ Change of Use Prescriptive ZX Component Performance El Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Occupancy Group O Nonresidential O Multifamily Residential Climate Zone (6 Climate Zone 1 O Climate Zone 2 (See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration (rough opening) Gross Exterior These fenestration and wall values are (vertical&overhd) divided by Wall Area times 100 equals %Fenestration calculated per inputs provided in the ENV-UA form. In the electronic form 150. 0 - 1730 .0 X 100 — 8.7% these cells auto-fill and cannot be edited. es Allowable if project meets all requirements as defined in section 1310.2. Only allowed as Semi-Heated Path O y prescriptive path and must be calculated separately from other conditioned spaces. Limited to no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements(enter values as applicable) Envelope Requirements(continued) Minimum Insulation R-values Maximum U-factor Roofs-Insulation Above Deck /A Vertical Fenestration Roofs-Metal Building R38 ADV Non-Metal Frame =0.30 Roofs-Single Rafter /A Metal Frame /A Roofs-Attic and All Others /A Entrance Door /A Walls-Mass /A Skylights-Without Curb /A Walls-Metal Building 1+R5 Skylights-With Curb /A Walls-Steel Framed /A Opaque Doors-Swinging =0.60 Wails-Wood Framed and Other R2 1+R5 Opaque Doors-Non-Swinging =0.60 Floors-Mass /A Maximum.SHGC(or SC) Floors-Steel Joist /A Vertical Fenestration Floors-Wood Framed and Other /A A Non-North SHGC=O.40 Maximum F-factors North SHGC=O.40 Slabs-on-Grade-Unheatedr/LA Skylights /A Slabs-on-Grade-Heated Notes: ` 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily • 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential, Revised February 2011 Minimum Requirements Use table to determine if project qualifies for the optional or Prescriptive Option Prescriptive Option. All components must meet the stated n�aRvr ti k 'Cilmate Zoe a „3 °Climate Zone low ,a ,F 4 £d x�e z ` ,,r a s � Pi's, x�4i�.r fi '"4.f , ., y�NOOleBIaCOtlai �' x51�es1�nha1 g0tb,Cr '`w1�lODrCBIaeOtlal�"z#� e, .. ' )ny' a.� v a Besldenhal Otber tb>tn tf OccapaDcyfG1»ap p � ,g, � tbanSlD"le Fam11' , , � v - c $ Y ¢ r t 00*one ,� OpiYQUeiFJeDICOtB b%.x""t..'`.1.Fsx r Y='.cwt.. '�'ka .fl7.i ,� zE,n.�5' ;,p""F$ ' g' w ' - soIat10D]'lID�.;RvSiUer�s'xn� a `.. z ''i _z 3`"r' s' ,' Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building R-237 R-11 Ls R-25+7-11 Ls R-25 77- R-25+R-11 Is Single-Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or 749 R-38 adv or R-49 R-38 adv or R-49 Walls,Above7grode Mass R-5.7 c.i. R-11.4 c.i. R-7.6 ca. R-13.3 c.i. Metal Building R-13+R-7.5 c.i. R-19+R-8.5 c.i. R-13+R-7.5 c.i. R-19+R-16 c.i. Steel Framed R-13+R-7.5c.i. R-19+R75 c-i. R-13+R-7.5 c.i. R-19+R-14 c.i. Wood Framed and Other R-21 R-13+R 6 6. R-13+R-7.5 c.i.,or R-21+R-5 c.i. R-21+R-2.5 c.i. Below Grade Wall Same as above grade Sarre as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 cJ. Steel Joist R-38 7R4 c.i. R-38+R4 c.i. R-38 7R4 c.i. R-38.0+R-4 c.i. Wood Framed and Other R-30 R-30 R-30 R-30 Slab-On-Grade Floors Unheated R-10 for 24 in.(with I R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 24 in.(with thermal break) thermal break). thermal break) thermal break) Heated R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal break) break) break) break) Opaque Doors Maximum U-Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 Non Swinging U-0.600 U-0.400 U-0.600 U-0.400 ,. Yalical Fenesdation Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U-0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Without curb(i.e.sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb(i.e.individual unit U-0.60 U-0.60 U-0.60 U-0.60 h ��A3semLIY,MaImDmSHGCpFAetOi�yy Vertical Fenestration SHGC-0.40 all, OR No Requirement SHGC-0.40 all, OR No Requirement SHGC-0.45 all PLUS SHGC-0.45 all PLUS permanent PF>0.50 on permanent PF>0.50 on west,south,east west,south,east Skylights SHGC-0.35 SHGC-0.35 SHG;-0.35 SHGC-0.35 The following definitions apply:c.i.=continuous insulation,Ls=liner system(see definitions) Footnote 1:Zone 1,nonresidential walls may be ASTM C90 concrete block walls,ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally,with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu-in/h•ft2'°F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily 2009 Washington State Energy Code Compliance Forms for Nonresidential anRultifamyResdenfiMa Revised February 2011 Project Address FAIRCHILD INTERNATIONAL AIRPORT Date 10/21/2011 Occupancy Group Nonresidential 0 Multifamily residential Clear For Building Department Use Climate Zone p zone 1 0 Zone 2 Fenestration Area as%gross exterior wall area 8.796 Max.Target: 40.0 Notes: 1:If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:U-factors shall come from chapter 10 or calculated per 1332. See the ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID&page/plan#for each bldg.element U-factor x Area A =UA U x A U-factor x Area A = UA U x A Y R= ID: 0.034 o R= ID: Above Dedc4lrsulafion" U=0:034: R= ID: " R=38 ADV ID:DROP CEILING 0.026 604 15.7 0.031 604 18.7 $ °° R= ID: Metal'BUIIdin g, U-0:031 R= ID: R= ID: N 0.027 -S R= ID: R= ID: Single raft attic othak- U-0027 ;, € R= ID:METAL BLD WALL R21 +R5 Cl(EAST) 0.062 36822.8 0.064 718 46.0 LL R= ID:METAL BLD WALLR21 +R5 Cl (WEST) 0.062 350 21.7 Steet"frame7metal bldg_ U-0;064 ani R= ID: > R= ID: a a R=21 ID:2x6 WOOD WALL R21+R5 Cl(NORTH) 0.042 46519.5 0.057 eat 1 48.0 R=21 ID:2x6 WOOD WALL R21+R5 Cl(SOUTH) o.042 377 15.a Wood'Frame -ther U-0 057 R= ID: u R= ID: n r Cr R= ID: 0.150 .. CL f R= ID: O m R= ID: MassWall U-0150 ,t k, R= ID: Proposed assembly U-factor from Tables 10-5 thru 10-513 R= ID: c R= ID: 0 150 R= ID: Assumed toibeMass Wall 15 R=m B Proposed assembly U-factor from Tables 10-5 thru 10-5B. Do NOT use Table 10 m U=0.6 ID:3068 MAN DOOR BTWN HANGER 0.600 20 12.0 0.60 20 X12.0 120 U=0.6 ID: Ali Doors IU-0 60 0 U=0.6 ID: k U=0.6I D: I* R= ID: o R= ID: 0.029 LL FIOOrs s FA x r U-0029 F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R= ID:UNHEATED-UNINSULATED 0.730 99 72.3 0.540 99 53.5 o af0i R= ID: L° Slab-On Grade' ` 17R= ID: R= ID: 0.360 � R= ID: Heated`Slab-On=.Grade °� 11-0:360`. t' = Proposed assembly F-factors can use the unheated values in Table 10-2 "Zone 1 CMU walls meeting Table 13-1 Footnote 1 can be entered Area UA Area UA „ with U-value of 0.15 rather than Table 10-5b values. Plans must Page 1 rlpariv ntatp fnntnntp rpnrrirpmpnfc Subtotal F 2283 180 2283 178 2009 Washington State Energy Code Compliance Forms for Nonresidential and • Multifamily • • - _ h:1LWJ 0 E3 • , A - Project Address Faixca=IM INMMaTioN&L AIRPORT Fenestration Area as%gross exterior wall area 8 79r Date 10/21/2011 Max.Target: 40.09 For Building Department Use otes: 1:If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:Provide NFRC or Table 10-6 U-factor(See Section 1312.1)for fenestration assemby(combined See the EN ��a� �� >��exa►►rpif how to complete the rows on this form. Building Component Provide assembly ID&page/plan#for each bldg.element U-factor Proposed Area A A Target UA E U= ID: ( ) =UA(U x A U-factor x Area(A)= UA(U x A) � U= ID: 0.40 U= ID: Metal Frame ID: 711 U=0.32 ID:6070 FRENCH DOOR(SIDE WALL) 0.30 U= ID:6070 FRENCH DOOR(SIDE WALL) 0.30 42 12.6 0.32 150 48.0 N m U= ID:4030 SL(SOUTH WALL) 42 12.6 Non-MetalFrame y U= ID:4030 SL(SOUTH WALL) 0.30 12 3 6 y,U0 o U= ID:4030 SL(EAST WALL) 0.30 12 3.6 e Z U= ID:4030 SL(WEST WALL) 0.30 12 3.6 U= ID:4030 SL(WEST WALL) 0.30 12 3.6 s' U= ID:2030(WEST WALL) 0.30 12 3.6 U= ID: 0.30 6 1.8 g U= ID: 0.60 U- ID: Metprr-mance poor ID: U-0.60 .e U= ID: �j U= ID: 0 50 z U= ID: Without Curb rn U= Ip; U4150 V -e U= ID: U U= ID: 0. 60 U= ID: Induding Curb U= ID: 0-0:60 Area UA Area ` Page 2 Subtotal 150 45 UA Page 1 Subtotal 2283 180 150 48 To comply: 2283 178 1)Proposed Total UA shall not exceed Target Total UA. Total 2433 225 2433 226 2)Proposed Total Area shall equal Target Total Area. • V ELECTRICAL PERMIT N CITY OF PORT ANGELES 01 360-417-4735 �N Application Number . . . . . 12-00000253 Date 3/08/12 V� Application pin number . . . 243542 \W Property Address . . . . . . 1506 FAIRCHILD AIRPORT RD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- onour excise tax form Application type description ELECTRICAL ONLY Y Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . Property Zoning . . . . . . UNKNOWN (Location Code 0502) Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 320 amp service and 40 circuits new construction ---------------------------------------------------------------------------- Owner Contractor PORT OF PORT ANGELES BOTERO L SON ELECTRICAL PO BOX 1350 940 TAMARACK WAY PORT ANGELES WA 983620251 PORT ANGELES WA 98362 (360) 452-4766 �J( (A --------------------------------------- ------------------------------------ Permit . . . . . . ELECTRICAL NEW COMMERICAL O Additional desc . . Permit Fee 332.00 Plan Check Fee .00 7� Issue Date 3/08/12 Valuation . . . . 0 v Expiration Date 9/04/12 Qty Unit Charge Per Extension 40.00 5.0000 ECH EL-BRANCH CIRCUIT W/FEEDER 200.00 1.00 132.0000 ECH EL-COM 0-200 SRV FEEDER 132.00 ---------------------------------------------- ---------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 332.00 332.00 .00 .00 l Plan Check Total .00 .00 .00 .00 YX Grand Total 332.00 332.00 .00 .00 ' r • o 'ICS V INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH r �'�, AW SERVICE L 2. 2 ROUGH-IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING C Y OF PORT,44,C�`FN ■ELEC ■ ■ICAL INSPECTION U� y WIRING REPORT GN �W KSS „ 417-4755 WORb� DATE: PERMIT# INSPECTOR Zb 1 z-�z5 OWNER CONTRACTOR o-v } ADDRESS 6 EAITZ414 t a-I?- APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: a NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE CITY OF PORT ANGELES PERINIIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street—P.O. Box 1150/ Port Angeles Washington,98362 Ph: (360)417-4735 Fax: (360) 417-4711 Date:- �� _1 &2 Single Family Dwelling u EI-CU I *Plan Review May Be Required, Please Complete(Electrical Plan Review Information Sheet Job Address: 6r_� /GAO r6 I m c_0 i kV-7U)Zt 2�7 Building Square Footage: Description of above Owner lnforrHtion Contractor Informa9n �ll Name: Name: SrPf� Scrr, /fir, riix, f: Mailing Address: Mailing Address: `, City: State: Zip: City:24 Stag Zip: q Phone: Fax: Phone:-/h/-r,� �2 Fax: <,,--) - e License#/Exp. License#/Exp. r" Item Unit Charge QtV Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $120.00 $ Service/Feeder 201-400 Amp. $146.00 Service/Feeder 401-600 Amp $205.00 $ Service/Feeder 601-1000 Amp. $262.00 $ Service/Feeder over 1000 Amp. $373.00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 63.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 75.00 $ Temp.Service/Feeder 200 Amp. $ 93.00 $ Temp.Service/Feeder 201-400 Amp. $110.00 $ Temp.Service/Feeder 401-600 Amp. $149.00 $ Temp.Service/Feeder 601-1000 Amp . $168.00 $ Portal to Portal Hourly $ 96.00 $ Signal Circuit/Limited Energy-1&2 Family Dwelling $ 64.00 $ Manufactured Home Connection $120.00 $ Renewable Electrical Energy-5KVA System or Less $102.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. $120.00 $ Each Additional 500 Square Ft.or Portion of $ 40.00 $ Each Outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Hot Tub $110.00 $ $ Total jZ Owner as defined by RCW.19.28.261: (1)Owner will occupy the structure for two years after this electrical permit is finalized. (2)Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection, After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B,The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator: El Cash 1:1 Check lltld Credit Card# �L X i r f Dated: Y � ��JL 01!011 2 U1 Y UP FUK1 ANUtsLh, ` FIRE DEPARTMENT PERMIT 321 East 5" Street, Port Angeles, WA 98362 a, Application Number . . . . . 12-00000752 Date 6/13/12 Application pin number . . . 946352 Property Address . . . . . 1506 FAIRCHILD AIRPORT RD REPORT SALES TAX C. " • ASSESSOR PARCEL NUMBER: .06-30-00-1-1-7305=0000- on your state excise tax form Application type description FIRE ALARM SYSTEM to the City of Port Angeles 6 Subdivision Name . . . . . . Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 3500 [• ------------------------- _ -_------______--__---------------_-- Application desc FIRE ALARM SYSTEM NEW HANGAR -- - ---------------- --------------- Owner Contractor fi V101 Q '1 J '-2-- PORT OF PORT ANGELES HI TECH SECURITY INC PO BOX 1350 723 E FRONT ST PORT ANGELES WA 983620251 PORT ANGELES WA 98362 e (360) 452-2727 r •• ----------- --- Permit . . . . . . FIRE ALARM SYSTEM Additional desc FIRE ALARM SYSTEM Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . 6/13/12 Valuation . . . . 0 Expiration Date 12/10/12 Qty Unit Charge Per Extension 1.00 50.0000 ECH FIRE ALARM PLAN REVIEW 50.00 Permit . . . . . . FIRE ALARM SYSTEM Additional desc FIRE ALARM TESTING Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . 6/13/12 Valuation . . . . 0 Expiration Date 12/10/12 Qty Unit Charge Per Extension BASE FEE 100.00 ------- ----- ------ Special Notes and Comments A full acceptance test will be required for the fire alarm system. 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. Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 150.00 150.00 .00 00 Plan Check Total .00 .00 .00 .00 Grand Total 150.00 150.00 .00 .00 e P � O ' This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or ,r J 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 compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision ,of any state or l0 1 law regulating t ork specified in the permit, Signature of Contractor or Authorized Agent Date Signature of Owner(if Owner is builder) Date FIRE PERMIT INSPECTION RECORD 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. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE -T Inspection Type Date Passed F Comments 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 FIRE ALARM Rough-in inspection _ , �GJ• ��. Alarm final rrj01- LP-GAS Completed by Contractor: Underground piping inspection/pressure test Test 41 Above ground piping inspection/pressure test Piping pressure test psi Time initiated Tank (container) inspection _ Test 42 Appliance inspection Piping pressure test psi Time initiated LP-gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER(specify) permit final ts- 1-;L, GENERAL COMMENTS: _ 2/15/00 FIRE-RELATED PERMIT APPLI CA TION ' CITY OF PORT ANGELES For City Use Only: Attn: Building Permit Technician Date Received (O' 12- 321 2- 321 E. Fifth St., Port Angeles,WA 98362 Permit# 2�— (360)417-4815 fax(360)417-4711 Applicant �f TQ,i_-f� � t,n�`i —TA"e- , Phone Property Owner C,2b v-/ Phone 4 '� — i 3� Property Owner's Address -7 ;L 7 F `' L14-4 A-6e Q Contractor S-< moi' Phone 36,,-q/ -o,—a -),-I Contractor's Address —7 -.a-3 License# j-F — Expires t t"') E-mail PROJECT ADDRESS '�� jd� �-�d�' r� Project Business Name z o-'/ A Irk �*Altl) Fire Alarm System ❑ Residential ❑ Multi-family )(Commercial ❑ Industrial Check all that apply Briefly Jescribe the project: -)fOne addressable loop �7e Akic&rm (A W n ❑ One zone c Q„,, c©n n u ❑Additional zones A, e? L ne List quantity of additional zones PROJECT VALUATION labor&materials $ ❑ Residential ❑ Multi-family ❑Commercial ❑ Industrial Fire Sprinkler System Check all that apply Briefly describe the project: Installing backflow protection device(s)? ❑yes ❑ no <2 inch water line(list quantity of devices) >2 inch water line(list quantity of devices) PROJECT VALUATION Labor&materials $ Hood/Duct Fire Suppression System ❑ Residential ❑ Multi-family ❑Commercial ❑ Industrial Check all that apply Briefly describe the project: Will only the fire suppression system be installed or altered? ❑yes ❑no Will a hood and/or ductwork be installed or altered? ❑yes* ❑ no * If yes, a mechanical permit will also be needed. PROJECT VALUATION labor&materials $ 1 have read and completed this application and know it to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,a d to obtain permits pno to orkin on pro' Date�'17-12. Print Name Ce Signature T:Forms/Building Division/Fire-related permit application -E C I V E JUN 12 2012 - F CITY OF PORT ANGELES BUILDING DIVISION 0 "U T_ Q. I W LU '>C Gi ku 0 Lu C. W J= IU X4 FC ADC U-t CL 0 o LU D 01 M /_7\ C) 00 Ltt cc ws cc Green Crow Han ar >f8ti `.>>{i3us 24 is fl3ClTfitl5z 5 Mike Shirley €SCBE:.. ;f8f 1.2 »:: ::::::::>:...::::[:>::5496 ... .. . . Aft»Eli3t> tlSKft ::::::::::::. ' ....: :< ................. :G.,.... P .&:.. P. . o.... ... . .. ..... ..............................................................................Sts :::::.At ... r Module 0 5496 Pw ...€..>:€>'?:>:::::::''::[[ ;> #..:..... .:. 200 ..':::::9 64. . NAC 1 0000 0757:i #14 Solid ;>:::::: 5 .. 1 .......... NAC 2 0 000 .1:0.884:#14 Solid :`2 ><`:; 200 .. ...... .. .. lAG :::: Unused 0000 ;;0.000..:#12 Solid <1`= > ':: #? :: (? .... Q Q096 _ItfAi>: Unused 0 000 0000<#12 Solid :::::::>:::::r::::::?(.. iu erst 0.04Q_ .>180.,1::::::::.. !`c�tsE: kt £xitteAri..:'.:::<:: 'f.. . . Command Shortcuts "` ;.::. t » 9 7 Print Pa e Configure Ci curls 9 0 • • Project Information Project Name: Green Crow Hangar Project ID: 0 Prepared By: Mike Shirley Date: 7/7/2012 .:.1 €trb� ::N .#1...:...:.:.......................................::..::::.:.:::::::::::::::::::::::::.....::..............................:..:..:.. ......................... . . o................. "` Notification'o APP I Circuit N ....... : .: . X. XX �X ...................................................... .. ... ........................... ...... ands...; 3 System Sensor P2lPC2 Horn/Strobe 110cd) >�„��'�.:..:......:::.:::.:::�3... .:::..:.....:..::....�.::.:::....:: ><' :::>::>::....:..<.. .;:<.;::.::. 1 System Sensor S/SC Strobe (30cd) <;> �3 >s' > >��> > < Unused «:< Q:t#.fE) <` ::.:::....: !t3.:..::..:.:...::::..:..::....::....:..::..:....:�I.......... 0 ? ` > Unused Totals Q,00 0 757 ' t::: ... ..l Notification ::....::>:: ................ ; :::: PP< .... ..« .:: tftf d .............................. . ........ P >rra >::>:...lt 4 System Sensor P2/PC2 Horn/Strobe (110cd) � >;«<� .................................:.... .... Unused ................................................................................... ........................... XX Unused <><�3<#� > ::....(It3.............:......;..............`.. '<0»<X X: Totals 01300 0.884 :>::: ................ . .... ::::>'::>:> ::>::<::: : .....................:................................................ .................. ............. Notification P ation A I Circuit v P '.... al No : ::::.::..:::..::... :. . :::::.:: ...::.: :...:::t :.:::::: .:........................................:...................:.... »: ::;:XX XX tea ................................................................... Unused . f)nt. '> fi ............................................ ........................... Unused 13 > :<::<Ear(IqO<< ><` .::.:::...........:...::::::.:::::::i.:............... > 8#)Q»> Unused #)<(3i:�) < .....:.........................................::.:::: .:......................... Unused 0> Totals a 000 'F111 'S St UA;ACCE&SQRi SILENT 5496 Intelligent /KNIGHT Power Module by Honeywell A dynamic combination of power and intelligence for your notification expansion needs. The Model 5496 Intelligent Power Module by Silent Knight is the most-powerful and cost-effective power supply available today. It delivers 6 amps of notification appliance circuit power and built-in synchronization for appliances from System Sensor®, Gentex@, Faraday,AMSECO and Wheelock®—what you need to drive power-hungry components like ADA notification appliances.The 5496's advanced microprocessor design is years ahead of the competition. Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies. For the most sophisticated and cost-effective notification power supply available, you need Model 5496. Call Silent Knight today for more information at 1-800-328-0103. Model 5496 • 3 amps per output circuit Intelligent Power /Nodule • Ground fault detector The model 5496 is a 6 amp notification • Communicates to the FACP via 4- r; power expander that provides its own wire SBUS(wire runs up to 6000 ft) AC power connection,battery charging AC loss delay option shuts off power circuit,and backup battery for use with to non-essential high-current fire and security controls such as the accessories like magnetic door IntelliKnight Model 5808 Fire Control holders /Communicator.The 5496 is the cost- Lightweight design adds to ease of ;. effective solution for powering installation and reduces shipping notification appliances required by the costs ' Americans with Disabilities Act(ADA). UL 864,1481 & 1971 listed Y The 5496 has built-in ANSI cadence pattern,which can upgrade older ANSI Cadence pattern output capability built-in control panels that lack cadence capability.The Output circuits can be Specifications # `� programmed as Notification Appliance AC Input 120 VAC at 2.7 A v Circuits,or as Auxiliary Power (configurable for,constant,resettable, Output: 24 VDC at 6 amps or door holder power). Cuirent: Model 5496 Intelligent Features Standby 40 mA Power Module • UL Listed for 6 amps of notification Alarm 160 mA Ambient Temp.: 32°to 120°F power Notification/Aux. 0°to 49°C • Power supply's advanced switch Power circuits: 4 mode design reduces damaging Dimensions: 12.25"w x 16"H x heat and manages power up to 50% Output D cm w configuration: 2 Class A(Style Z) x x 40.6464 cm cm H x more efficiently than other systems 4 Class B(Style Y) 7.62 D cm) • Built-in synchronization for (1 Class A& appliances from AMSECO,GentexO, 2 Class B) Approvals: UL Faraday,System Sensore, and Amps per CSFM Wheelock® output circuit: 3.0(6.0 amps total) MEA 429-92=E vol.XIV • 24 VDC filtered output voltage Notification • Four power-limited notification circuit output: 20.4 to 27.3 VDC Compatible FACPs outputs;2 Class A or 4 Class B,or 1 @ 3.0 amps each, IntelliKnight 5700 Class A and 2 Class B 4.7k EOL resistor IntelliKnight 5808 • NACs are programmable as required on each 9 Notification Appliance Circuits, or as Class B circuit IntelliKnight 5820XL auxiliary power to be used as Battery charging constant,resettable,or door holder capacity: 35.0 AH power RE SYSTEM • Firepower 5495 Distributed Power Module Engineering Specifications The contractor shall supply a power module compatible with the Silent Knight FACP.The power module must have 6.0 amps of output power. The power module shall connect to the main FACP via an RS 485 system bus (SBUS).The Outputs shall be programmable as Notification Appliance Circuits, or as Auxiliary Power (configurable for, constant, resettable, or door holder power),The power module shall have four separate outputs. The power module RS 485 bus shall be optically isolated providing ground loop isolation and transient protection. 4 Outputs Programmable as Notification Appliance Circuits, or.as.Auxiliary. Power Output 1 SBUS Communication To a.Corhoatible Output 2 Silent.Knight FAC.P Output 3 Output 4 0 W' s Auxiliary Power Can Be Programmed To Be Constant, Resettable, or Door Holder Power SILENT ENT This document is not intended to be used for installation purposes.We try MADE IN AMERICA KNIGHT to keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are FORM#350387 Rev D subject to change without notice.For more information,contact p 2010 Honeywell International Inc. by Honeywell Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118.www.silentknight.com .............................. Addressable Heat Detector ISO. k IntelliKnight® addressable heat detectors ±......... combine accurate heat detection with pin-point location 1®. >r> < ,> : `" An essential combination for any installation. IntelliKnight heat detectors are an essential component in virtually any IntelliKnight installation.The IntelliKnight panel recognizes each detector by its specific address, so precious seconds are not wasted in determining location of an alarm. Like other IntelliKnight detector models, the SD505-AHS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight detector"asy installation, stable operation, RF/transient protection, and vandal-resistant locking—and it adds up to a flexible solution for all your fire protection needs. IVlodelS®5 5-AHS If the temperature exceeds the trip int (programmedat thepanel), Addressable Heat ::::::•,:::::::::.::. ,.:y:h.::n::._::::.:.: an alarm occurs. The status LED Detector lights continuously during the alarm c•:,:::k::::.:::•::: t The SD505-AHS is a heat detector period. } suited to virtually any commercial ::. ... ....... ::.XX::X Under normal conditions, the status setting. The SD505-AHS is an LED blinks approximately every 15 absolute temperature device. This seconds, indicating that the head is means that it responds in alarm if communicating with the loop. the temperature goes above the trip point(programmed at the Features panel). • Low profile, 2 inches, including SD505-AHS Heat Detector The SD505-AHS provides accurate base Specifications temperature measurement data to • Absolute temperature device Operating voltage: 17 to 41 VDC the fire alarm control panel. This . Simple and reliable addressing Current Consumption: heat detector is particularly suited • Standby: .55 mA to environments where smoke Uses digital communication Alarm: .55 mA detectors cannot be used because Protocol of the presence of steam or • The SD505-AHS is UL Listed Detection Temperature P Range: 135°F to 150°F cooking fumes, such as in a and meets the requirements (57°C TO 65°C) kitchen. outlined in NFPA 72 Inspection Ambient Temperature: 32°F t0 1208E Testing and Maintenance, ° Operation Chapter 7. (oQ c to as-c) Mounting: 4"SOR,4"OCT The SD505-AHS unit is made up of CFSM listed Single gang mud an externally mounted thermistor ring with a specially designed cover that MEA listed protects the thermistor while FM approved Rated Spacing: 70'between P sensors on smooth allowing maximum air flow. The ceilings. thermistor reads the temperature SILENT Compatible Bases: SD505-6AB from the air it takes in. It then r t KIGHT (Sold Separately) (6"Base) transmits a signal representing the ` ` SD505-4AB temperature to the IntelliKnight (4"Base) panel. bar ltar�r� �s} t# Model SD505-AHS a r ;:U Addressable Heat Detector =:i '� ��y��3•ti i V Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable heat detector Silent Knight SD505-AHS. The combination detector head, and twist-lock base, shall be UL® listed compatible with Silent Knight's IntelliKnight fire alarm control panels. The base shall permit direct interchange with Silent SD5O5-APS Photoelectric Smoke Detector, or SD5O5-AIS Ionization Smoke Detector. Base shall be the appropriate twist-lock base SD5O5-6AB. The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady at full brilliance. The detector may be reset by actuating the control panel reset switch. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field removable when not required. Voltage and RF/transient suppression techniques shall be employed to minimize false alarm potential. �... ......... ................. irrliAing b.3 w��s�. aa i ..... ... �,l+ .... _ _. ...... . .. Model SD5O5-6AB Detector Base Model SD5O5-AHS Detector Head (Front View) (Front View) 51LENT This document.is not intended to be used for installation purposes.We try to MADE IN AMERICA keep our product information up-to-date and accurate.We cannot cover all KN IGH'I specific applications or anticipate all requirements.All specifications are FORM#350229 Rev B,.05105 subject to change without notice.For more information,contact Silent Knight by Hone rid-, 7550 Meridian Circle Suite 100,Maple Grove,Mn 55369-4927. Copyright 0 2005 Silent Knight Phone:(800)328-0103,Fax:(763)493-6475. IESSORY ................................ S®500-PS and S®500-PS®A Addressable Putt-Station ' r a 9Q IntelliKnight°s addressable pull stations combine fast response with pin-point location I®. The SD500-PS and SD500-PSDA are a single action or dual action addressable manual fire alarm pull station for use with Silent Knight's IntelliKnight fire control panel. Extremely easy to operate, the SD500-PS/PSDA provides a fast and practical means of manually initiating a fire alarm signal. The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. The SD500-PS/PSDA mounts to a single gang box and features a rugged metal construction that lasts and lasts. Combine all this with the features you've come to expect from Silent Knight-easy installation and stable operation -and it adds up to a flexible solution for all your fire protection needs. !Model S®500-PS & • Extremely easy to operate .... .. $®500-PS®�► gold-plated • Corrosion-resistant ? contacts. .......... Addressable Pull Reflective label makes it easier Station to locate in low light The SD500-PS is a single action Operation addressable fire pull station, and The SD500-PS/PSDA single action the SD500--PSDA is a dual action pull stations are operated by a pull addressable fire pull station.The on the front pull cover of the SD500-PS/PSDA feature rugged station. A plunger switch, wired to metal construction A terminal strip a self contained addressable on back of the pull station allows module, is released as the pull interconnection of the pull station to station opens to initiate the alarm. the SLC of an IntelliKnight control Once operated, the cover hangs panel. The SD500-PS/PSDA is down and can be seen up to 100 designed for indoor use in non- feet away. The pull station is reset explosive environments.The by returning the front cover to the normally open initiating point normal upright position and contacts are gold-plated to avoid relocking the station with a reset risk of corrosion. The SD500- key. The reset keys are the same PS/PSDA has been tested by UL keys used on Silent Knight for compliance to the requirements enclosures. of the Americans with Disabilities The SD500-PS/PSDA includes a ACT (ADA). status LED which blinks, indicating S®500-PS Features that the addressable module is Ambient Temperature: 32°F to 120°F • UL Listed communicating with the loop. The (0°C to 49°C) • CSFM listed status LED lights continuously Mounting: Single gang during an alarm. A dip switch on box - • ADA compliant the addressable module is used to Optional Red Surface Mount Box PS-SMBB • Key reset(Same key as Silent set the unique address. Knight enclosures) Specifications • Surface mount back box - available Operating Voltage: 24vDC ,� SILENT Standby Current: .55mA �. NIGHT • Terminals-accept up to 14 Alarm Current: .55mA gauge wire ®. S®500-PS and S®500-PS®A Addressable Pull-Stati®n Engineering Specifications Manual pull station shall be addressable Module SD500-PS/SD500-PSDA. Equipment shall be made of 14 gauge C.R.S.(Cold Rolled Steel), painted with a red enamel .The label shall contain the words Fire Alarm and be made of a reflective material embossed text 3/8 inches tall. Operating instruction shall be clearly visible on the same label. Manual station Shall contain a key operated test and reset lock using a lock plate actuator, the key shall match the control panel. Manual station shall contain four terminal blocks with two connected to the addressable module and two connect to the SLC loop. Manual station shall provide data to the control panel with an ID address programmed by dip switch settings . Manual stations shall be Underwriters Laboratories Inc. listed and installed within the limits defined in the American Disabilities Act. . NO :. ..... 1 a �� fr Wiring 5 , Mounting to Single Mounting to Optional Gang Electrical Box Surface Mount Box g:X �.,rwxcxi:,.a w:<e..xusoeuaccaci I 2 'F € SD500-PSDA 1 Yi i 1 $ T— Installing SD500-LK r�,EYf�:tv :� 0� Dimensions SILENT NIGHT 7550 Meridian Circle,Maple Grove, MN 55369-4927 MADE IN AMERICA 800-446-6444 or in Minnesota 763-493-6435 FORM#350342,Rev.09/03 FAX:763-493-6475 World Wide Web:http://www.silentknight.com Copyright @ 2003 Silent Knight r f jr _Fx 5 . i> IndoorSelectable-Output r4v W ( 4:•{•Sit:?isi:::>:'ri:1}:�i:�:�:-:�:�:::::^�> )Y.•�• �`�?'.S :2:i.2ik.;< :rSiiSf:Ji Strobes and Horn Strobes A:i:: for Ceiling Applications ® K%.: rt;:i$:4�r ti:%Y.<�•ir j:':;}•:;rii::ii{:::ii:',::::`i::s::::;:. .•:::i<: �i!"Ai S ectrAlert Advance audible visible notification products are rich with features guaranteed to cut installation times and maximize profits. SPECTRAlen tit :\i, �� Sv7 31 .AR: }_41 Features The SpectrAlert Advance series offers the most versatile and Plug-in design with minimal intrusion into the back box easy-to-use line of horns,strobes,and horn strobes in the industry. With white and red plastic housings,wall and ceiling mounting Tamper-resistant construction options,and plain and FIRE-printed devices,SpectrAlert Advance can Automatic selection of 12-or 24-volt operation at 15 and 15/75 meet virtually any application requirement. candela Field-selectable candela settings on ceiling units:15,15/75,30,75, Like the entire SpectrAlert Advance product line,ceiling-mount 95,110,115,135,150,177,and 185 strobes and horn strobes include a variety of features that increase Horn rated at 88+dBA at 16 volts their application versatility while simplifying installation.All devices feature plug-in designs with minimal intrusion into the back box, Rotary switch for horn tone and three volume selections making installations fast and foolproof while virtually eliminating Universal mounting plate for ceiling units costly and time-consuming ground faults. Mounting plate shorting spring checks wiring continuity before device installation To further simplify installation and protect devices from construction Electrically Compatible with legacy SpectrAlert devices damage,SpectrAlert Advance utilizes a universal mounting plate Compatible with MDL sync module with an onboard shorting spring,so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with three volume selections. Agency Listings �c ma ,fir Si < F > MEA a roved 71251653:186(Indoo robes) LISTED APpROVEO pp 71251653188(horn qr bm orn strobes,54011(chimes,hbes,horns) 3023572 MEA452-05-E ch,_strobes) 55512(strobes) 71351653:189(irorns,chimes) SpectrAlert Advance Specifications General SpectrAlert Advance strobes and horn strobes shall mount to a standard 4 x 4 x 1'/z-inch back box,4-inch octagon back box,or double-gang back box Two- wire products shall also mount to a single-gang 2 x 4 x 17/a-inch back box A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync•Circuit" Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Grcuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings Including 15,15/75,30,75,95,110,115,135, 150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,Flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon Flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,Flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon Flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern These options are set by a multiple position switch On four-wire products,the strobe shall be powered independently of the sounder.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires The module shall mount to a 411/%x 411/,6 x 21/s-inch back box The module shall also control two SryleY(class B)circuits or one Style Z (class A)circuitThe module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all thezones they control.The module shall not operate on a coded power supply. Standard Operating Temperature 32°F to 120'F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWRor regulated 24 DC/FWR' Operating Voltage Range' 8 to 17.5 V(12 V nominal)or 16 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8-diameter x 2.5`high(173 mm diameter x 64 mm high) Ceiling-Mount Back Box Skirt Dimensions(BBSC-2,BBSCW-2) 7.1-diameter x 2.2-high(180 mm diameter x 57 mm high) Ceiling-Mount Trim Ring Dimensions(sold as a 5 pack)(TRC-HS,TRCW-HS) 6.9-diameter x 035"high(175 mm diameter x 9 mm high) Notes: 1.Full Wave Rectified(RNR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd AVDSWSW UL Current®raw Data 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Standard Candela Range 15 123 128 66 71 15/75 142 148 77 81 30 NA NA 94 96 75 NA NA 158 153 95 NA NA 181 176 110 NA NA 202 195 115 NA NA 210 205 High 135 NA NA 228 207 Candela Range 150 NA NA 246 220 177 NA NA 281 251 185 NA NA 286 258 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 14/ 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 15/ 182 201 210 Temporal Low 132 143 66 // 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non Temporal Medium 133 145 75 85 _ 102 163 187 207 216 Non Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non Temporal High 142 161 103 112 126 181 203 221 229 Nan Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 0^29 . =4• :.e.�Y, .} 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non Temporal High 233 248 275 281 Non Temporal Medium 242 259 293 299 Non Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non Temporal Low 214 229 256 262 Horn Strobe Tones and Sound Output Data 8-175 16-33 24-Voh Nominal Switch Vohs Vohs Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 89 4 Non Temporal High 82 82 88 88 93 92 100 100 5 Non Temporal Medium 78 78 85 85 90 90 98 98 6 Non Temporal Low 75 75 81 81 88 84 96 92 /t Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 85 90 90 97 98 9t Coded Low /5 /5 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobes. AVDS00500 SpectrAlert Advance Dimensions 7.1' 2.25 6.8' Dia. Dia. c 2.5- Ceiling-mount horn strobes Ceiling back box skirt SpectrAlert Advance Ordering Information t. �.1- Ceiling Horn Strobes Ceiling Strobes PC2R* 2-Wire Horn Strobe,Standard cd,Red SCR Strobe,Standard cd,Red PC2RH 2-Wire Horn Strobe,High cd,Red SCRH Strobe,High cd,Red PC2W'1 2-Wire Horn Strobe,Standard cd,White SCW* Strobe,Standard cd,White PC2WH* 2-Wire Horn Strobe,High cd,White SCWH Strobe,High cd,White PC4R 4-Wire Horn Strobe,Standard cd,Red Accessories PC4RH 4-Wire Horn Strobe,High cd,Red BBSC-2 Back Box Skirt,Ceiling,Red PC4W 4-Wire Horn Strobe,Standard cd,White BBSCW-2 Back Box Skirt,Ceiling,White TRC-HS Trim Ring,Ceiling,Red TRCW-HS Trim Ring,Ceiling,White Notes: *Add'-P"to model number for plain housing(no"FIRE'marking on cover),e.g.,P2R-P. t Add"-SP"to model number for"FUEGO'marking on cover,e.g.,P2R-SP. *'Standard cd°refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 13S,150,177,and 185 candela settings. ..``• ,Kctd+a�ofi, S'oo.: 3i�F02011 system Sensor 3825 Ohio Avenue•St.Charles,IL 60174 r pmduaspe ea wns uce m range w nnoa euhh y em a or oma, �'"' ax 'S$" w—t producnnformadon,Intluding the btestvembn ofthb data sheet y ¢, � � � Phone:800-SENSOR2•Fax 630-3776495 AVDS00500•6/11•#7806 ':s l i 'RoOR.. }. I Outdoor Selectable® .. _ :. Output Horns, Strobes, and Horn Strobes for Wall Applications SpectrAlerr°Advance outdoor audible visible products SPKTRAmert are rich with features that cut installation times and maximize profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, Weatherproof per NEMA 4X,IP56 strobes,and horn strobes in the industry.With white or red plastic Listed to UL 1638(strobe)and UL 464(horn) housings,wall or ceiling mounting options,and plain or FIRE-printed devices,SpectrAlert Advance can meet virtually any application Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products temperatures from-40°F to 151°F. Field-selectable candela settings:15,15/75,30,75,95,110,115,135, 150,177,and 185 Like the entire SpectrAlert Advance line,outdoor horns,strobes,and Automatic selection of 12-or 24-volt operation at 15 and 15/75 horn strobes for wall applications include a variety of features that candela increase application flexibility and simplify installation.First,field- selectable settings,including candela,automatic selection of 12-or Rotary switch for horn tone and three volume selections 24-volt operation,horn tones,and three volume options enable Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements. Rated from-40°F to 151°F Universal mounting plate with an onboard shorting spring that Next,SpectrAlert Advance devices use a universal mounting plate tests wiring continuity before devices are installed for both wall and ceiling applications.This mounting plate includes an onboard shorting spring that ensures wiring continuity before Plug-in design with minimal intrusion into the back box devices are installed,so installers can verify proper wiring without -Tam per-resistant construction mounting the devices and exposing them to potential construction damage.Once the plates are mounted,all SpectrAlert Advance devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices.Plastic back boxes feature removable side flanges and improved resistance to saltwater SMNAUNG corrosion.Knock-outs located on the back eliminate the need to drill holes for screw-in mounting.Plastic and metal weatherproof back ui. boxes come with 3/4-inch top and bottom conduit entries and 3/4 inch LISTED F MEA 730P1653:188 (horn r obis) knock-outs at the back.A screw-in NPT plug with an O-ring gasket approved nz&t6sa 188(hom sbobes, S4011(chimes,horn motes,norm) APPROVED PP chime strobes) 53593(outdoor and.1ertstmbes) 3023572 MtA452-05-t 7135-1653:189(In—,chimes) for a watertight seal is included with each back box. SpectrAlert Advance Outdoor Horn,Strobe,and Horn Strobe Specifications . : General SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount to a weatherproof back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate Also,SpectrAlert Advance products,when used with the Sync-Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync-Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 175 volts;24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts Outdoor SpectrAlert Advance products shall operate between-40 and 151 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15, 15/75,30,75,95,110,115,135,150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn or horn strobe models shall operate on a coded or non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL The horn strobe shall be suitable for use in wet environments. Operating Temperature -40°F to 151°F(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC(FWRor regulated 24 DC/FWR1 Operating Voltage Rangel 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4.7-W x 2.5-D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6-L x 4.7-W x 1.3-D(142 mm L x 119 mm W x 33 mm D) Wall-Mount Weatherproof Back Box Dimensions(SA-WBB) 5.7-L x 5.1-W x 2.0-D(145 mm L x 130 mm W x 51 mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12V nominal only for 15 and 15/75 cd. AVDS01200 UL Current Draw Data 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75 142 148 77 81 Temporal Medium 44 49 58 69 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 258 8-17.5 Volts 16-33 Volts DClnput 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 14/ 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 15/ 182 201 210 Temporal Low 132 143 66 // 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non Temporal Medium 133 145 75 85 102 163 187 207 216 Non Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non Temporal High 142 161 103 112 126 181 203 221 229 Non Temporal Medium 134 155 85 95 110 166 189 208 216 Non Temporal Low 132 154 80 90 105 161 184 202 211 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWRinput 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed candela 6„ ratings must be reduced in accordance with this table. 8-175 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Listed Candela Candela rating at-40"F Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 15 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 32°F 2 Temporal Medium /4 /4 80 80 86 86 96 96 30 3 Temporal Low /1 73 76 76 83 80 94 89 75 44 4 Non-Temporal High 82 82 88 88 93 92 100 100 95 70 5 Non-Temporal Medium 78 78 85 85 90 90 98 98 110 110 6 Non Temporal Low /S /5 81 81 88 84 96 92 115 115 /t Coded High 82 82 88 88 93 92 101 101 135 135 8t Coded Medium 78 78 85 85 90 90 97 98 150 150 9t Coded Low 75 75 81 81 88 85 96 92 177 177 _ tSettings 7,8,and 9 are not available on 2-wire horn strobe. 185 1185 AVDS01200 SpectrAlert Advance Diagrams 4.7'= 2.5" 5.6" 0 Wall-Mount Ham Strobes Wall Plastic Weatherproof Back Box 0t Wall-Mount Horn Strobe with Plastic Weatherproof Back Box Spe/cMtUrAlert Advance Ordering information �}�'•4•YY Wall Horn Strobes P2RK*t 2-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic outdoor back box) P2RHK*t 2-Wire Horn Strobe,High cd,Red,Outdoor(includes plastic outdoor back box) P2WK*t 2-Wire Horn Strobe,Standard cd,White,Outdoor(includes plastic outdoor back box) P2WHK*t 2-Wire Horn Strobe,High cd,White,Outdoor(includes plastic outdoor bads box) P4WCt 4-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic outdoor back box) P4WK 4-Wire Horn Strobe,Standard cd,White,Outdoor(includes plastic outdoor back box) P2RHK 120 2-Wire Horn Strobe,High cd,Red,Outdoor,120 V(Includes plastic outdoor back box) Wall Strobes SRK*t Strobe,Standard cd,Red,Outdoor(includes plastic outdoor back box) SRHK*t Strobe,High cd,Red,Outdoor(includes plastic outdoor back box) SWK*t Strobe,Standard cd,White,Outdoor(includes plastic outdoor back box) SWHK*t Strobe,High cd,White,Outdoor(includes plastic outdoor back box) Horns HRCt Horn,Red,Outdoor(includes plastic outdoor back box) Accessories SA-WBB Red Separate Ship,Wall-Mount,Outdoor Back Box,Metal SA-WBBW White Separate Ship,Wali-Mount,Outdoor Back Box,Meta( Notes: *Add'-P°to model number for plain housing(no°FIRE"marking on cover),e.g.,P2RK-P. t Add'-R°to model number for weatherproof replacement device(no back box included),only for use with weatherproof outdoor flush mounting plate,WTP and WTPW. "Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings.°High cd°refers to strobes that include 135,150,177,and 185 candela settings. When replacing standard outdoor units both the device and back box must be replaced. .....� TOW¢. 02011 system sensor. 3825Ohio Avenue•St.Charles,IL 60174 ProdxtspedfidHonssubJectto chargewhhcut noda.Visrcsy4emsensorcom for cur Phone:800-SENSOR2•Fax 630-377-6495 rentphciLr Nrorrnatan,InckAng the ht vmion ofm6data sheer. AVDS01200•6111•X2813 N ELECTRICAL PERMIT CITY OF PORT ANGELES 1 360-417-4735 Application Number . . . . . 12-00000498 Date 4/26/12 Application pin number . . . 166736 Property Address . . . . . 1506 FAIRCHILD AIRPORT RD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City Of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 0 ----------------------------------------------------------------------------- Application desc Security system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES HI TECH SECURITY INC PO BOX 1350 723 E FRONT ST PORT ANGELES WA 983620251 PORT ANGELES WA 98362 _____ (360) 452-2727 ,J�i�_� ------------------------------------- _/ Y 11 1 Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc . . Permit Fee 96.00 Plan Check Fee .00 Issue Date . . . . 4/26/12 Valuation . . . . 0 Expiration Date 10/23/12 Qty Unit Charge Per Extension ''-�� 1.00 96.0000 ECH EL-LIMITED 1ST 1500 SQ FT 96.00 7I ------------------ ------------------ Fee .summary Charged Paid Credited Due 9 ----------------- ---------- ---- - - Permit Fee Total 96.00 96.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 96.00 .00 .00 C7, INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN C �� FINAL 2 COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING N CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inslt'cctions APR 2 321 East Fifth Street—P.O.Box 11501 Port Angeles Washington,98362 ; ;;; Ph: (360)417-4735 Fac: (360)417-4711 ELECTRICAL � Date: 4.28 L1 12 Multi-Family or Commercial' INSPECTIONS "Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 14-1`.—Aft-Rd-H&-9r205 Building Square Footage. Description of above —s.n.ey sym* Owner Information Contractor Information Name: von Arcd-aa..Dwt Name H TeM Se=W.kc Mailing Address 32,—- Mailing Address: 92.7 Eas Front u City -00- State: wA Zip: N— City: '-w410- State: wA Zip. AG762 Phone:760-417.4= Fax: Phone:3W4522TZy Fax: 3otl+s 60 License#/Exp License#!Exp HrtEc7s9%e5 Item Unit Charge Qt Total(Qty Multiplied by Unit Charnel Service/Feeder 200 Amp. $132.00 $ ServicefFeeder 201-400 Amp. $160.00 $ ServicafFeader 401-600 Amp $225.00 $ ServicefFeeder 601.1000 Amp. $288.00 $ ServicelFeeder over 1000 Amp. $410.00 $ Branch Circuit W!Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp.Service)Feeder 200 Amp. $102.00 $ Temp.ServicefFeeder 201-400 Amp. $121.00 $ Temp.ServicafFeeder 401-600 Amp. $164.00 $ Temp.ServicefFeeder 601-1000 Amp. $165.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Oudine Lighting $ 88.00 $ Signal Circuit/Limited Energy—Multi-Family $ 64.00 $ Signal Circuit/Urnited Energy I First 1500 sf-Commercial $ 96.00 + $e6 W Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-SKVA System or Less $113.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat $86m 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,t hereby certify that I am the owner of the above named property or a licensed electrical contractor.I am making the electrical installation or alteration in compliance with the electrical laws,N.E.C.,RCW.Chapter 19.28,WAC.Chapter 296-4613,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator: ❑ cast, ❑ Cheep ❑ CredRard# -Fie x Mike Shirley/ Gary Politika Dated_ „2912 011Wr2M2 ELECTRICAL PERMIT t CITY OF PORT ANGELES d 360-417-4735 N Application Number . . 12-00000252 Date 3/08/12 Application pin number . . . 163528 Property Address . . . . . . 1506 FAIRCHILD AIRPORT RD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-7305-0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . (Location Code.0502) Property Zoning . . . . . . . UNKNOWN Application valuation 0 ---------------------------------------------------------------------------- Application desc Temp power ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ L. PORT OF PORT ANGELES BOTERO & SON ELECTRICAL PO BOX 1350 940 TAMARACK WAY PORT ANGELES WA.983620251 PORT ANGELES WA 98362 (360) 452-4766 ---------------------------------------------------------------------------- Permit . . . . . ELECTRICAL NEW COMMERICAL Additional desc . . Permit Fee . . . . 102.00 Plan Check Fee 00 Issue Date . . . 3/08/12 Valuation . . . . 0 Expiration Date 9/04/12 Qty Unit Charge Per Extension / 1.00 102.0000 ECH EL- COMM 0-200 TEMP SRV / FDR 102.00 --------------------------------------------------------------- ------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------- (' Permit Fee Total 102.00 102.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 102.00 102.00 .00 .00 V INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE 3 lcf l v ROUGH-IN FINAL 3 COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING 0lp(1lr,il��i _ N CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150/ Port Angeles Washington,98362 f.- %,+a r, n Ph: (360) 417-4735 Fax: (360) 417-4711 Date: - v"I'L _ Iling INSPECT!Ui,,., *Plan Review May Be Required, Please Com ete Electrical Plan Review Information Sheet �\ Job Address: I Z. 11 41(Z`''O f:j Building Square Footage: Description of above Owner Infoi9tion Contractor Informatign Name: Name: S'e))A—) Mailing Address: Mailing Address: 'l City: State: Zip: City:2�4 State�Zip: A Phone: Fax: Phone: - Fax: vim-��a - !;e 24/ License#/Exp. License#I Exp. Item Unit Charge Qty Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $120.00 $ Service/Feeder 201400 Amp. $146.00 $ Service/Feeder 401-600 Amp $205.00 $ Service/Feeder 601-1000 Amp. $262.00 $ Service/Feeder over 1000 Amp. $373.00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 63.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 14 $ 75.00 $ -,X2 Temp.Service/Feeder 200 Amp. $ 93.00 _ $ Temp.Service/Feeder 201400 Amp. $110,00 $ Temp.Service/Feeder 401-600 Amp. $149.00 $ Temp.Service/Feeder 601-1000 Amp , $168.00 $ Portal to Portal Hourly $ 96.00 $ Signal Circuit/Limited Energy-1 &2 Family Dwelling $ 64.00 $ Manufactured Home Connection $120.00 $ Renewable Electrical Energy-5KVA System or Less $102.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. $120.00 $ Each Additional 500 Square Ft.or Portion of $ 40.00 $ Each Outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Hot Tub $110.00 $ $Total 102 Owner as defined by RCW.19.28.261: (1)Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28,WAC. Chapter 296-466,The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator: El Cash ❑ Check lJd Credit Card# X f Dated: v �� 011011 2