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131 E 1st St - Building
Building Permit 131 E Is' St Prepared 11/27/12,11:46:08 Application Inquiry-(BPN200I001) Page 1 Program HTDFTAL Screen detail for Program: BP BPN200I, Inspection history User ID PBARTHOL Application 12-00001122 ----------------------------------------------------------------------------------------------------------------------------------- Property Information Address: 131 E IST ST PORT ANGELES, WA 98362 Location ID: 99552 Owner name: ELKS LODGE 353 ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- ALTERNATE ID: 063000511675 Zoning: CBD CENTRAL BUSINESS DISTRICT Subdivision: Application Information Application desc: FINAL INSPECTION FOR 408-860 Application status: COMPLETE Status Date: 11/01/2012 Application type: INSPECTION ONLY Application date: 8/29/2012 Valuation: 0 Square footage: 0 Public building: NO Reviewed by: HKC HEATHER CATUZO Pin number: 211676 Entered by: PERMITS 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 BNOP 00 BLDG FINAL 0001 PB 8/31/2012 CA 8/31/2012 377325 000 000 BNOP 00 BLDG FINAL 0002 JLL 10/04/2012 AP 10/04/2012 381202 '- r> CITY OF PORT.ANGELES " 1 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 �e Application Number . . . . . 12-00001122 Date 8/29/12 Application pin number . . . 211676 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- REPORT T SALES TAX type description INSPECTION ONLY Subdivision Name . . . . . . on your state excise tax form Property Zoning . . . . CENTRAL BUSINESS DISTRICT to the City of Port Angeles Application valuation . . . . 0 (Location Code 0502) --------------------- Application desc FINAL INSPECTION FOR #08-860 ---------------------------------------------------------------------------- Owner Contractor ELKS LODGE 353 OWNER 131 E 1ST STREET PORT ANGELES WA 983622902 (360) 45773355 --------- Permit . . . . . . BUILDING PERMIT - NO PR FEE Additional desc . . FINAL INSPECTION #08-860 Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 8/29/12 Valuation . . . . 0 Expiration Date 2/25/13 Qty Unit Charge , Per Extension BASE FEE 50.00 ------------ Fee summary Charged Paid Credited Due ----------------- ---------- -------- ---------- ---------- Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 Separate permits are required forelectrical 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 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. c V� 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 Bidg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts 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 (3 N Construction - R.W. PW /Engineering 417-4831 C Fire 417-4653 �y 1 Planning 417-4750 ) Building 417-4815 Prepared 12/11/12,11:59:00 Application Inquiry-(BPN200I001) Page 1 Program HTDFTAL Screen detail for Program: BP BPN200I, Inspection history User ID PBARTHOL Application 12-00000947 ------------------------------------------------------------------------------------------------------------------------------------ Property Information Address: 131 E 1ST ST PORT ANGELES, WA 98362 Location ID: 99552 Owner name: ELKS LODGE 353 ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- ALTERNATE ID: 063000511675 Zoning: CBD CENTRAL BUSINESS DISTRICT Subdivision: Application Information Application desc: REPLACE WALL MOUNTED UNIT. ADD SPLIT SYSTEM Application status: COMPLETE Status Date: 11/01/2012 Application type: COMM MECHANICAL PERMIT Application date: 7/26/2012 Valuation: 16500 Square footage: 0 Public building: NO Reviewed by: HKC HEATHER CATUZO Pin number: 017373 Entered by: HCATUZO Contractor Information Contractor Name: MACDONALD MILLER FAC SOL INC Contractor Number: 873 Type: ELECTRICAL Status: ACTIVE Contractor Requirements Doc Number Exp Date ------------------------ ------------ -------- STATE LICENSE MACDOMF972BF 1/06/2013 BOND 1/06/2013 LIABILITY INSURANCE 1/06/2013 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 DO MECHANICAL FINAL 0001 PB 8/31/2012 CA 8/31/2012 377333 000 000 ME 00 MECHANICAL FINAL - 0002 JLL 10/04/2012 AP 10/04/2012 381194 ' -. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 12-00000947 Date 8/29/12 Application pin number . . . 017373 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER; 06-30-00.-5-1-1675-0000- REPORT SALES TAX Application type description COMM MECHANICAL PERMIT ' Subdivision Name . . . . . . Property Use on your state excise tax form Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT to the City of Port Angeles Application valuation . . . . 16500 -------------------------------------------------------- (Location Code 0502) Application desc REPLACE WALL MOUNTED UNIT. ADD SPLIT SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELKS LODGE 353 MACDONALD MILLER FAC SOL INC 131 E 1ST STREET PO BOX 47983 PORT ANGELES WA 983622902 SEATTLE WA 98106 (360) 457-3355 (206) 768-4278 ----------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . 2 AC UNITS Permit Fee 71.30 Plan Check Fee .00 Issue Date 8/29/12 Valuation . . . . 0 Expiration Date 2/25/13 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 10.6500 EA . ME-AIR HAND <OR=10,000 CFM 21.30 -------------------------------------—-------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71.30 71.30 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.30 71.30 .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. �6�z9-)ti ley'r � Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit BlJlLDl9�G PERMIT INSPECTION RECORD F -- PLEASE PPOWDE A MINIMUM 24-HOUR NOTICE FOP 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. 1 n POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS ATJOE.SITE. vl 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Ont ) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet I Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab -5ocking 8 Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE:. 1, FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 T Construction - R.W. PW /Engineering__. 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 ° ?""kr,1'1{ ISUILDING PERMIT APPLICATION Print in ink cjY err ' - CITY OF PORT ANGELES For City UGe Only: Attn: Building Permit Technician Date Receivec 321 E. Fifth St., Port Angeles, WA 98362 (360) 417-4815 fax (360) 417-4711 Permit# Date Approve a Applicant MACDONALD MILLER FAC SOL Ph N/A Property Owner AT&T MOBILITY&AFFILIATES P N/A Property Owner's Address PO BOX 66786 SAINT LOUIS, MO 63166 Contractor MACDONALD MILLER FAC SOL Phone (206)768-4278 Contractor's Address 7717 DETROIT AVE SW SEATTLE WA 98106 License # MACDOFS980RU Expires 12/31/2012 E-mail DARLA.DOLL@MACMILLER.COM PROJECT ADDRESS EAST 1ST STREET PORT ANGELES.WA Parcel Number (pad 00 �j//U�s Lot Zoning G13C) Project Type & Brief Description; ❑ Residential ❑ Multi-family 9 Commercial ❑ Industrial Check all that apply ❑ New Construction REPLACE (1)EXISTING WALL MOUNTED AC UNIT WITH (1) NEW 4-TON MARVAIR WALL ❑Addition MOUNTED AC UNIT. INSTALL(1)4-TON CARRIER SPLIT SYSTEM FOR REDUNDANCY. MISC Xi Remodel PIPING AND DUCTWORK ❑ Repair ❑ Demolition ❑ Re-roof ❑ House ❑ garage ❑ other ❑tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing (s q. ft.1 "Proposed(sq. ft.) Basement @$ per sq. ft. _ $ 15' Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed II II 9_x� ,r„� Other CITY OF NOHT ANGELES TOTAL VALUATION $ Total footprint of structures NIA sq. ft. - Lot size sq. ft, = Lot coverage % Site Coverage = the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? Construction type #of half baths I have read and completed this application and know it to be true and correct. i am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior projects. Date 7/18/2012 Print Name DARLA DOLL Signature -Q7, Division/Building permit application <r e� STRBBE r T E N O N E E RI N G. L L C MacDonald Miller Facility Solutions July 13,2012 Chris Hollingsworth Special Projects Supervisor 7717 Detroit Ave SW Seattle,WA 98106 RE:AT&T Port Angeles Roof Top Unit u 131 East First Street Port Angeles,WA 98362 Chris, We understand that you are planning on installing a mechanical unit on the roof structure of the building located at the above referenced address. We were provided with a copy of your plans which shows the location of the unit. The unit that is to be placed on the roof structure is designated as OAC 101 and weighs approximately 250 pounds. We understand that the existing roof structure at this location consists of a concrete slab. The existing drawings for the building were not available for our use,so our opinion is based on our visual review of the building in this area as well as verbal information provided to us by you. Based on our review of the situation,it is our professional opinion that the existing roof structure is capable of supporting the weight of the proposed unit. Please feel free to call if you have any comments or questions regarding the information above. Sincerely, OWAS� ``Jj y sT 41594 Stabbert Engineering,LLC Matt Stabbert,PE,SE I JUL 19 2012 CITY OF PORT ANGELES BUILDING DIVISION 227 BELLEVUE WAY NE#462•BELLEVUE,WA 98004-425.968.5432 Site Name: ATT Downto pp n PortArigefes uSite ID: W PA'U0824 ryg Date: 4/19%2012 �' o „ - nu Field Tech: Jim D;ucani MM Job#: Engineer: Ron Landberg Building Dimensions Site Location: WesternWas rh ngton E-W Wall 10 � afeet OSA Temp: 90 N-S Wall T�20 Ifeet Indoor Temp: 75 Height 9P,,'Meet Envelope Load Facing Area (SF) U-value CLTD Btuh S wall 90 0.510216 735 W Wall 180 0.5102 � � � �^ 2112 E Wall 180 0.5102 2112 N Wall 90 0.5102 X13 597 Roof 200 1 0.4854 ,,47 4563 Envelope Total =10119 Equipment Load Quantity Argus (#rectifiers) 7 6199.2 12v batteries (qty) 24 5486.4 UMTS (#racks) 1 3233.4 Nokia 1 2000 Equip Total 16919: Unit Size Selection Subtotal 27038 Fan heat(+8%of total) 2163 Grand Total Sensible 29201 Btuh/ton 12000 Unit Sensible Ratio 75% Tonnage 3 24 3 ExistingUnit e Tonnage Number of Units 1 F ` %9 6 P is s- ,"� ,is* �tya� F M', s..9 `'& � " ` n° u' F -7 'r" W I'" d t ��,: • m e+.,'k,� !1 Electrical Permit 131 E Ist St ELECTRICAL PERMIT N CITY OF PORT ANGELES i 360-417-4735 Application Number . . . . . 12-00000915 Date 7/23/12 r^ Application pin number . . 607555 v Property Address . . . . . . 131 E 1ST ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- O17 our excise tax form Application type description ELECTRICAL ONLY Y Subdivision Name . . . . . . to the City of Port Angeles Property use . . . . . . (Location Code 0502) Property Zoning CENTRAL BUSINESS DISTRICT Application valuation . . . . . 0 ---------------------------------------------------------------------------- Application desc 4 circuits heating unit changes ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELKS LODGE 353 MACDONALD MILLER 131 E 1ST STREET 7717 DETROIT AVE. w PORT ANGELES WA 983622902 SEATTLE WA 98106 --------------------------------------------------------- -- (360) 457-3355 -------- ------' -- (206) 768-3872 C1.tip-1!5 ------------ ------------ A2 - Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Z.Db 39 31-13 Additional desc . . Permit Fee . . . . 89.00 Plan Check Fee .00 Issue Date . . . . 7/23/12 Valuation . . . . 0 Expiration Date . . 1/19/13 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL-COMM BRANCH CIR WO/ S/F 74.00 3.00 5.0000 ECH EL-ECH ADDNT BRANCH CIRCUIT 15.00 rA --------------- ------ -- -------- - 1 Fee summary Charged Paid Credited Due- Permit Fee Total 89.00 89.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 89.00 89.00 .00 .00 c A vl 11 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN �� 3 FINAL COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X _ Date:_ G:\EXCHANGE\BUILDING a�port'r�,y CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150/Port Angeles Washington,98362 c� Ph: (360)417-4735 Fax: (360)417-4711 j J L 2 0 201 2 Date: 7/18/12 _Multi-Family or Commercial* ELECTRICAL BNSPECTIONS *Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 131 EAST 1 ST STREET PORT ANGELES,WA 98362 Building Square Footage: N/A Description of above DISCONNECT/RECONNECT(1)4-TON MARVAIR WALL MOUNTED UNIT-50AMP 280/1 PH INSTALL(1)NEW CARRIER SPLIT SYSTEM-2 NEW BRANCH CIRCUITS ONE IS 208/1 PH 40AMP&THE OTHER IS 208/1 PH 15AMP AND INSTALL(1)CONVIENCE OUTLET Owner Information Contractor Information Name: AT&T MOBILITY&AFFILIATES Name: MACDONALD MILLER FAC SOL Mailing Address: PO BOX 66786 Mailing Address: 7717 DETROIT AVE SW City: SAINT LOUIS State: MO Zip: 63166 City: SEATTLE State: WA Zip: 98106 Phone: N/A Fax: N/A Phone:(206)768-4278 Fax:(206)768-4279 License#/Exp. License#/Exp. MACDOMFS972BF 1/6/2013 Item Unit Charge %tty Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $225.00 $ Service/Feeder 601-1000 Amp. $288.00 $ Service/Feeder over 1000 Amp. $410.00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 1 $ '7 Each Additional Branch Circuit $ 5.00 $ / Branch Circuits 1-4 $ 86.00 $ Temp.Service/Feeder 200 Amp. $102.00 $ Temp.Service/Feeder 201-400 Amp. $121.00 $ Temp.Service/Feeder 401-600 Amp. $164.00 $ Temp.Service/Feeder 601-1000 Amp. $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $ 88.00 $ Signal Circuit/Limited Energy—Multi-Family $ 64.00 $ Signal Circuit/Limited Energy/First 1500 sf—Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat �oR W442-Lld Total Owner as defined by RCW.19.28.261:(1)Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease. Permit expires after six months of last inspection. After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws,N.E.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: ❑ Cash ❑ Check ❑ Credit Card# X Dated: 7-19-2012 OE pORr,�,C CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES v 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000570 Date 6/12/09 Application pin number 295990 Property Address 131 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 1 1675 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc Remove awning rup#09 27 Owner Contractor NAVAL LODGE BPOE OWNER 131 E 1ST STREET PORT ANGELES WA 98362 ( 36) 457 3355 Permit RIGHT OF WAY Additional desc REMOVE ANWING RUP 09 27 Permit pin number 148221 Permit Fee 75 00 Plan Check Fee 00 Issue Date 6/12/09 Valuation 0 Expiration Date 12/09/09 Qty Unit Charge Per Extension BASE FEE 75 00 Special Notes and Comments Follow attached ROW Use permit conditions for Naval Elks Awning Removal Permit 09 27 W Fee summary Charged Paid Credited Due Permit Fee Total 75 00 75 00 00 00 Plan Check Total 00 00 00 00 Grand Total 75 00 75 00 00 00 V v Separate Perin its 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 paresume iv ity to violate or cancel the provisions of any state or local law regulating construction or the performance of cons (, & 7� ' SI r of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4NY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA 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 CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING r.\Policies`1102 15[10/081 April 23 2009 3 51 01 PM 1pangrle ON 04-07-091 PHONED THE CONTRACTOR, OREGON ELECTRIC CONSTRUCTION INC AND TALKED WITH JENNIFER. SHE SAID THEY DID NOT DO THE WORK ON THIS PROJECT ON 04-07-09 I LEFT A PHONE MESSAGE FOR THE APPLICANT, ERIC FREDERICK AT S.A.I 206-551-5099 I ASKED HIM TO LET ME KNOW WHETHER OR NOT THE WORK WAS COMPLETED ON THIS PROJECT HE DIDN'T RETURN MY CALL 6.' ON 04-22-091 LEFT ANOTHER PHONE MESSAGE HE DIDN'T RETURN MY CALL, SO I EXPIRED THIS PERMIT W 1 °°"'"°NCITY OF PORT ANGELES io ��� DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 'v t 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 08 00000860 Date 8/07/08 Application pin number 916640 Property Address 131 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 1 1675 0000 Tenant nbr name AT&T (ON THE ELKS LODGE) Application type description COMM REMODEL Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 20000 Application desc ADD THREE ANTENNAS ON THE ROOFTOP Owner Contractor NAVAL LODGE BPOE OREGON ELECTRIC CONST INC ELKS LODGE 353 1010 SE 11TH AVE 131 E 1ST STREET PORTLAND OR 97214 PORT ANGELES WA 98362 (503) 234 9900 (360) 457 3355 Structure Information 000 000 ADD THREE ANTENNAS ON THE ROOF Construction Type UNKNOWN Occupancy Type ASSEMBLY Permit BUILDING PERMIT COMMERCIAL Additional desc ADD 3 ANTENNAS ON THE ROOF Permit pin number 130302 Permit Fee 347 75 Plan Check Fee 226 04 Issue Date 8/07/08 Valuation 20000 Expiration Date 2/03/09 Qty Unit Charge Per Extension BASE FEE 95 75 18 00 14 0000 THOU BL-2001 25K (14 PER K) 252 00 Special Notes and Comments July 23 2008 2 40 15 PM tdahlqui Plans are not clear how electrical is being connected No sub-metering is allowed Service point to be adjacent to existing service Installation must comply with all electrical codes Electrical permit required The Fire Department has reviewed the project application and has no comments July 28 2008 5 11 02 PM sroberds Work involves change out of 3 telecom antennas and add an equip cabinet in the PBP Property owner (City) agrees with 2 work Public Works Utility Engineering has no requirements for �1 this plan review Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due 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 z' c C�164r'Nx'o SAA9 Date Print Name Signature of Contractor or Aut ori d Agent Signature of Owner(if owner is builder) 'r Forms/Building Divisiow'Building Permit(05/13/08).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES. CALL 417-4886 FOR BACKFLOW PREVENTION INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWNSPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 11's SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING BUILDING 417-4815 t-fr) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 08 00000860 Date 8/07/08 Application pin number 916640 Permit Fee Total 347 75 347 75 00 00 Plan Check Total 226 04 226 04 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 578 29 578 29 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) 'r forms/Building Division/Building Permit(05/13/08).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS , CALL 417-4807 FOR PUBLIC WORKS UTILITIES. CALL 417-4886 FOR BACKFLOW PREVENTION INSPECTIONS. Q PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORKBEFORE ` Q� INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. 1 KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. (�Q INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER v AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALLIHOLD DOWNS VIS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) t T-BAR INSULATION 0/ ., SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT It's SEPA, PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. d FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED VN YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING ,��aQ��"►a,, t�r BUILDING PERMIT APP CATION Print in ink CITY OF PORT ANGELES For City Use Only- Attn. Building Permit Technician Date Received 7- 1:7-0$ 321 E. Fifth St. Port Angeles, WA 98362 Permit# ' (360)417-4815 fax(360)417-4711 ate Approved Applicant or Agent rZ { — ztG Phone Property Owner N AVSll Q�>G Phone 360 --- ` 5 -•-63 Property Owner's Address IZ j ��j'fi _ ` ,�� �,��{�, � Z1056.-z Contractor/Engineer Qe&OK) P hone R66 —4p 7—&8 Contractor/Engineer's Address IC) 1 — m2 m AoJI I ofZ q-1-2t License # nIZECTO t-7 C Cf kJ Expires O PROJECT ADDRESS Parcel Number doh COG Lot Zoning Proiect Type&Brief Description: ❑ Residential Commercial ❑ Multi-family ❑ Industrial Check all that apply ❑ New Construction \C, ,P ❑Addition ❑ Remodel ❑ Repair ❑ Re-roof ❑ Demolition ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sg. ft.) Proposed(sq. ft) Basement @$ A per sq. ft. _ $ 1 s`Floor 2nd Floor w' 3`d Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ �Cj G Co Total footprint of structures Imo° sq ft. T Lot size N sq ft. = Lot coverage vl(44r % Max. height of proposed structures�ft. Occupancy group A-�14 #of bedrooms Will a lawn sprinkler system be installed? MU Occupant load 4U i A #of full bathsUIA Will a fire sprinkler system be installed? A,)0 Construction type � #of half baths IVB I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine.what permits are required, and to obtain permits prior to working on projects. Date -7 1 i 02-C! Print Name c.0leOit Cf-( _ Signature T:Forms/Building Division/Bldg Permit Appl.2006 Code.doc f✓ t&t A communic,ations 7/11/08 City of Port Angeles Building Department 321 East a Street Port Angeles,WA 98362 360-417-4815 Attn: Linda Prangrle Re. Land Use and Building Permit Submittal Downtown Port Angeles Linda, Thank you for your time yesterday I have included the following documents for your review Building Permit -Application -Copy of your email -Copy of the Cingular Lease -CD's—marked up by had showing the new equipment(3 sets 11 x 17") -Site Plan (1 —8 1/2 x 11) -Check for$573 79 -Structural Analysis (3 sets) -Contractors License Please let me know if you have any questions. Thank you, Eric Frederick SAI Communications 130 Andover Park East, Suite 300 Seattle,WA 98188 206-551-5099 1 d ®r d d! ® ! O d ! d d ♦ d ®®O d 0 d 04 ! 410 4t J* �O !d 9 V � � } ♦ ®! a CO CN 4 o w t S*--Moo# (E)ADJACENT BLDG E at&t P I N N A C L E F- LLI W DR], It F- U) 0 START DAT LEAS REA I -1 uj 1DRAWN BY CHECKED BY 2 REVISIONS 00, pill ----------- (E)SIDEWALK SITE WAPA B24(RN31) POR ANGELES 1STST E.1ST STREET PORT ANGE ES,WA 98382 SHEET TITLE SITE PLAN j SITE PLAN NUMBER 22,34 SCALE:1/8=11-01 11 WT SCALE,114'=1'-()" A-0 DEPARTMENT OF LABOR & INDUSTRIES -- PO BOX 44460 OLYMPIA WA 98504-4460 OREGON ELECTRIC CONST INC 1010 SE 11TH AVE � PORTLAND OR 97214 ° ;LS.. .... .... ................ _ ...,,,R_.rb wr.e..a.wa..s..__.,. .. ..•^"aro...w. ..wr ... .. .. ...... A LICENSED AS PROVIDED BY LAW. AS ELEC CONTR GENERAL t LICENSE. # EXP DATE 'EC01 OREGOEC188MF 04/.30%20094 EFFECTIVE DATE 07/06/1982- y sr; OREGON ELECTRIC CONST I-NC .1010 SE 11TH AVE' PORTLAND OR 97214 LICENSED AS PROVIDED BY LAW AS ELEC CONTR GENERAL LICENSE # EXPDATE ' EC01 OREGOEC188MF 04/30/2.009 EFFECTIVE DATE 07/06/19821 OREGON ELECTRIC CONST INC 1010 SE: 11TH AVE t3Elt� ' PORTLAND OR 97214 `. '713[13: ._...__ ..,....... _ .. ........_ BOR ) I iG i Ili t: ,: i t VU DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 OREGON ELECTRIC CONST INC 1010 SE 11TH AVE PORTLAND OR 97214-2507 .,.. _.. ... !!9# 1.11711 P 1111€1?11.jIllid lb dY 111, Jill 4t{ H -�---b-gg .._ .....�'-g .'yam q ( '8 ( p g Iy i... 3t " i.Nr.#. �' t...��t.t(jR @.i. 5 1 it .Y # F �4 REGISTERED AS PROVIDED BY LAW AS . CONST CONT GENERAL REGIST # EXP DATE CCO1 OREGOEC958D4 '03/2.4./2009 r EFFECTIVE .DATE 03/24/2005 OREGON ELECTRIC CONST INC 1010, SE. 11TH AVE PORTLAND OR 97214-2507 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST #7 EXP DATE `� � CC01 OREGOEC958D4 03/24/2009 ;� § EFFEC'T'IVE DATE 03/24/2005 l ca, I OREGON ELECTRIC CONST INC p! h°, 1010 SE 11TH AVE iff,))d PORTLAND OR 97214 2507 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS,U.C.SERVICES .,y�` '?'�• IS STRICTLY PROHIBITED. FILE a at&t CITY OF PORT ANGELES—Construction Plans at&t The Issuance of this permit based upon these plans,specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing DT PORT ANGELES building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. Z�p1 P I N N A C L E 131 E 1ST ST ` °' (P � DESIGN GROUP INC. PORT ANGELES, WA 98362 Approval Date By ®®SUITE 2 2 WA9* SUITE 202 WAPA0824 (RN31 ) ��( work c,Xi) [ F; 25:, B2 L-V ('9 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX START DATE. ontaros APPLICANT. PROJECT CONSULTANTS: DWG. DRAWN BY* DESCRIPTION c� pnyr�ex�• �j; AT&T MOBILITY SAI N0. Sryy H�r4 r RTC 3 130 ANDOVER PARK E T 1 TITLE SHEET CHECKED BY �. PonpngorQ N4r#ae 17221 NE 72ND WAY SUITE 300 RM REDMOND WA 98188 TUKWILA,WA 98188 G-1 GENERAL NOTES AIV - . /Sr tea; 1� ;i s�I SIfE;LOCATION SITIfLC(?d>< Grant REVISIONS W 4 A-1 COMPOUND PLAN J DATE DESCRIPTION INITIAL �F� W Part Angeles A-2 EQUIPMENT SLAB LAYOUT oaawa 90%REVIEW CL S OT 1a ISSUED FOR CONSTRUCTION KM A-3 EXTERIOR ELEVATION �z ° Stl wlcry ty "'st Y- PROJECT ARCHITECT. PROPERTY OWNER: ( ) ' J?bt ti PINNACLE DESIGN GROUP INC. NAVAL LODGE#353 BPOE A-4 CONSTRUCTION DETAILS 44�1 Part Angeles 4 ! 19910 50th AVE W 131 E.1ST STREET A-5 CONSTRUCTION DETAILS f �Msr � S F hEr SUITE 202 PORT ANGELES,WA 98362 A-6 RADIO PLAN ys �. fj QAy. �A ? LYNNWOOD WA 98036 PHONE:(360) 457-3365 YM "'sr f �a �2 ~ _ _ -=- 1101 !�-{�u c°' � F S OFFICE.(425)778$132 El ELECTRICAL DETAILS CONTACT RICK MATTESON E-2 GROUNDING DETAILS � ASM W p� vrp St d _ sty"M oG„R,,,,,ra 0-1 QUALITY CONTROL CHECKLIST N Ooff ctuA CODE INFORMATION: • sr , ZONING CLASSIFICATION: CED WyrhS/ 6?A� ro ^tee s t BUILDING CODE: 2006 IBC CONSTRUCTION TYPE: II 1 HR DRIVING DIRECTIONS OCCUPANCY, UNMANNED MINOR COMMUNICATIONS FACILITY TAKE SEATTLE WINSLOW FERRY TAKE HWY 305 NORTH TO HWY 3;TAKE HWY 3 NORTH TO HWY 104;CROSS HOOD CANAL BRIDGE TO HWY 101 TAKE HWY JURISDICTION: CITY OF PORT ANGELES 101 NORTH THROUGH SEQUIM TO PORT ANAGELES;CONTINUE ON HWY 101 INTO DOWNTOWN PORT ANGELES;TURN LEFT ON HWY 101 AS IT BECOMES H• ✓q LINCOLN ST CONTINUE ON LINCOLN ST/HWY 101 AS IT BECOMES LINCOLN ST CONTINUE ON LINCOLN ST/HWY 101 TWO BLOCKS TO FIRST ST THE ELKS PROPOSED BUILDING USE. TELECOMM. a tisy10 LODGE IS ON THE NW CORNER OF LINCOLN 8 FIRST ST SITE LOCATION: (BASED ON NAD 83) PARCEL NUMBER(S): LATITUDE. 48°07'06.7"N 06-30-00-511675 LEGAL DESCRIPTION LONGITUDE: 123°25'54.9"w APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS N � TOP OF STRUCTURE AGL. 66'-8"t AREA OF PARCEL. LOTS 17 AND 18 BLOCK 16,NORMAN R.SMITH SUBDIVISION CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE BASE OF STRUCTURE AMSL. NA NOT AVAILABLE OF THE TOWNSITE OF PORT ANGELES,CLALLAM COUNTY f EXPIRES 2/28/09 CONSTRUCTION COORDINATOR COMPLIANCE WASHINGTON;EXCEPT THE NORTHERLY 50,25 FEET OF LOTS PROJECT AREA. 17 AND 18,BLOCK 16,NORMAN R.SMITH SUBDIVISION OF LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER 144 S.F EQUIPMENT AREA NEW IMPERVIOUS AREA THE TOWNSITE OF PORT ANGELES,ACCORDING TO PLAT NA 0 SQ FT THEREOF RECORDED IN VOLUMNE"K"OF DEEDS,PAGE 1 SITE PROJECT MANAGER DEPLOYMENT MANAGER RECORDS OF SAID COUNTY DESCRIBED AS FOLLOWS: WAPA0824(RN31) GENERAL INFORMATION: BEGINNING AT THE NORTHERLY CORNER OF SAID LOT 18; DT PORT ANGELES SITE ACQUISITION E911 ENGINEER Y N INITIAL. THENCE SOUTHERLY ALONG THE NORTHERLY LINE OF SAID 1 PARKING REQUIREMENTS ARE UNCHANGED. LOT 18,50.25 FEET THENCE WESTERLY PARALLEL WITH THE 131E 1ST ST ZONING UMTS ENGINEER 2.TRAFFIC IS UNAFFECTED. PORT ANGELES,WA 98362 NORTHERLY LINE OF SAID LOTS 17 AND'18,100.07 FEET 3.SIGNAGE IS PROPOSED. MORE OR LESS,TO THE WESTERLY LINE OD SAID LOT 17, INTERCONNECT 4.ADDITIONAL IMPERVIOUS AREA IS PROPOSED. THENCE NORTHERNLY ALONG SAID WESTERLY LINE 50.24 OPERATIONS PROJECT DESCRIPTION: FEET MORE OR LESS,TO THE NORTHWESTERLY CORNER SHEET TITLE THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED OF SAID LOT 17'THENCE EASTERLY ALONG THE NORTHERLY TITLE SHEET RF ENGINEER TELCCOMMUNICATIONS FACILITY CONSISTING OF REMOVAL/REPLACING OF(E) LINE OF SAID LATS 17 AND 18,100.03 FEET MORE OR LESS ANTENNAS WITH NEW AND THE ADDITION OF NEW EQUIPMENT CABINETS WITHIN TO TRUE POINT OF BEGINNING.SITUATE IN CLALAM COUNTY REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO RF ENGINEER MANAGER EXISTING LEASE SPACE STATE OF WASHINGTON. SHEET NUMBER EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SITE AQUISITION MANAGER T-1 GENERAL NOTES GENERAL NOTES CONTINUED" ABBREVIATIONS 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF DOCUMENTS 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY UNLESS NOTED OTHERWISE.THE IMMEDIATELY UPON AWARD OF CONTRACT THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL AFF ABOVE FINISHED FLOOR JT JOINT GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT DOCUMENTATION ACKNOWLEDGING APPLICATION FOR POWER WITH THE POWER COMPANY AFG ABOVE FINISHED GRADE LAM LAMINATED LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE AFS ABOVE FINISHED SLAB LF LINEAL FOOT DRAWINGS AND OWNER'S PROJECT MANUAL. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF ALUM ALUMINUM MANUF MANUFACTURER COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY AB ANCHOR BOLT MAX MAXIMUM 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE L ANGLE MECH MECHANICAL MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY AT&T'S REQUIRED DATE, ARCH ARCHITECTURAL MH MANHOLE BTS BASE TRANSMISSION SYSTEM MM MILLIMETER APPROVED BY AT&T REPRESENTATIVE PRIOR TO START OF WORK. THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER BLDG BUILDING MIN MINIMUM COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE BM BEAM MISC MISCELLANEOUS �1 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE APPROVED BY THE AT&T REPRESENTATIVE. BOT BOTTOM MPH MILES PER HOUR ((`` THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT CONTRACTORS SHALL VISIT B.O. BOTTOM OF MTL METAL THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD 21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT &t BOS BOTTOM OF STEEL NOM NOMINAL CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN.PRIOR TO THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CJ CONTROL JOINT NTS NOT TO SCALE PROCEEDING WITH CONSTRUCTION,ANY ERRORS,OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH j CENTER LINE OC ON CENTER THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. THE WORK.IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CLG CEILING OD OUTSIDE DIAMETER PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CLR CLEAR OH OVERHEAD 4. THE ARCHITECTS/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CHANGES BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUBCONTRACTORS SHALL BE CMU CONCRETE MASONRY UNIT OPNG OPENING CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARERESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING COL COLUMN OPP OPPOSITE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR AUTHORITIES DURING THE EXECUTION OF THE WORK. CONIC CONCRETE PCS PERSONAL COMMUNICATION SYSTEM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND CONST CONSTRUCTION R PLATE CONT CONTINUOUS PR PAIR IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR CTR CENTER PSI POUNDS PER SQUARE INCH RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECTIENGINEER OF ANY CONFLICTS,ERROR,OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. DIA/0 DIAMETER PSF POUNDS PER SQUARE FOOT OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE DTL DETAIL PT PRESSURE TREATED P I N N A C L E CONTRACTOR SHALL PRICE THE MORE EXTENSIVE WORK,UNLESS DIRECTED OTHERWISE. 23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING (E) EXISTING RAD RADIUS D E S I G N G R O U P I NC. NORMAL BUSINESS. EA EACH RD ROOF DRAIN EJ EXPANSION JOINT REINF REINFORCED/REINFORCING9970 50 E_W, 5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION ELEC ELECTRIC/ELECTRICAL REO'D REQUIRED ®]SUITE 202 PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION 24. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL APPROVED EL ELEVATION RM ROOM V N N W O 5-7 78 788 313 98038 132 DRAWINGS/CONTRACT DOCUMENTS. MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. EQ EQUAL RIW RIGHT OF WAY I -6391 EW EACH WAY SCHED SCHEDULE 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING,COORDINATING SPECIAL AND EXP EXPANSION SECT SECTION DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BUILDING DEPARTMENT INSPECTIONS. EXT EXTERIOR SF SQUARE FOOT METHODS,TECHNIQUES,SEQUENCES,SAFETY AND PROCEDURES FOR COORDINATING ALL PORTIONS OF FD FLOOR DRAIN SIM SIMILAR FIN FINISH SQ FT SQUARE FOOT THE WORK UNDER THE CONTRACT 26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR FIN FLR FINISH FLOOR SS STAINLESS STEEL START DATE: o7naloa AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY FLR FLOOR STD STANDARD 7 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO FTG FOOTING STL STEEL MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR 27 ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY GA GAUGE STRUC STRUCTURAL DRAWN BY' ORDINANCES TAKE PRECEDENCE. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE AT&T CONSTRUCTION MANAGER PRIOR GALV GALVANIZED TEMP TEMPORARY cL GYP GYPSUM THK THICK TO STARTING WORK. 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE GB GYPSUM BOARD T.O. TOP OF HM HOLLOW METAL TOS TOP OF STEEL CHECKED BY, Rnn WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES SITEWORK NOTES: HOR HORIZONTAL TOC TOP OF CONCRETE AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC1 HR HOUR TYP TYPICAL AUTHORITY MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION HT HEIGHT UNO UNLESS NOTED OTHERWISE REVISIONS CODES BEARING ON THE PERFORMANCE OF THE WORK. PROJECT SUMMARY HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL INSUL INSULATION IN/ WITH DATE DESCRIPTION NITAL g, GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION 2• RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND INT INTERIOR WWM WELDED WIRE MESH 06-0a 8 90%REVIEW CL1C ISSUED FOR CONSTRUCTION KM DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT THIS SET IS A VALID DISPOSED OF LEGALLY CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS SIGNED WET STAMP 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT LEGEND AND SYMBOLS TOWER AREAS,AND ADJACENT BUILDINGS. 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP THE CONTRACTOR SHALL 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT CHAINLINK FENCE x x x WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT WHICHEVER IS GREATER, 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CEDAR FENCE D o 0 CRUSHED STONE APPLICATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS POWER P P p FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL 6, ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE TELCO T T T CONDITION. WORK,SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE POWER/TELCO TIP TIP TIP TIP CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALL 12• THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING PROVIDE SAFETY TRAINING FOR THE WORKING CREW. COAX — COAX COAX Cows — CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. 7 ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE OVERHEAD POWER OH OH ON OH EXECUTION OF THE WORK,SHALL BE REMOVED AND SHALL BE CAPED,PLUGGED OR OTHERWISE 13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO CENTERLINE — — — THE APPROVAL OF ENGINEERING. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND �< o REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE ary�� o m z CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED, REVISION BUG 1 PROJECT THE ATE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 20"e REPAIRED CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT sr THE CONTRACTOR'S EXPENSE. CONCRETE NOTES: AXAL DETAIL NUMBER 15. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE E%PIRES 2/26/09 CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE STRUCTURE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318 AND THE SPECIFICATION ELEVATION VIEW BUG SHALL HAVE A SMOOTH TRANSITION. CAST-IN-PLACE CONCRETE. >:SHEET NUMBER 16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER CONSTRUCTION AS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED SITE STOP � .. REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL,PLUMBING, ELECTRICAL,OR STRUCTURAL OTHERWISE. ELEVATION —I_ WAPA0824(RN31) MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.ARE TO BE EL 0 0 DT PORT ANGELES REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL, 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE. 131 E 1ST ST SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED PORT ANGELES,WA 98362 EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD LINO. DETAIL BUG DETAIL NUMBER MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO SHEET NUMBER MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL 4• THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHEET TITLE VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE SHOWN OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH. .31N. GENERAL NOTES GENERALCONTRACT CONCRETE EXPOSED TO EARTH OR WEATHER: 06 AND LARGER .2 IN. SECTION BUG 17 TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR.TOWER #5 AND SMALLER&WWF 1112 IN. FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER DETAIL NUMBER SHEET NUMBER ERECTION.TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. SHEET NUMBER 1 (E)ADJACENT BLDG I 1 LEASE AREA C� $ct C7 - o @ 5TH FLOOR ♦- W � Lu w NOTE. U o REFER TO STRUCTURAL CALCULATIONS U j BY CSA CONSULTING ENGINEERS w Z DATED 7/11/08,CSA10480 FOR DETAILS Li w ; ' J ON ANTENNA MOUNT REINFORCING O ZP I N N A C L E J DESIGN GRO U P INC. Ld R c _ ®19970 AVE,W. SUITE 20202 ®®l;NNWOOD WA. .13298038 (E)COAX CABLES F) 25- 78-8391 (E)SIDEWALK NORTH E. 1ST STREET SITE MAP AND ANTENNA LOCATION START DATE: 07,1,,,08 FOR REFERENCE ONLY(NTS) DRAWN BY, CL (E)COVER CABLE TRAY j J MOUNTED ON SLEEPERS CHECKED BY, RM i I i REVISIONS DATE SCRIPTION IN TIAL 064448 90%REVIEW CL (E)AT&T ANTENNA (E)OMNI ANTENNA 14.06 ISSUED CONSTRUCTION I (N)AT&T ANTENNAS--, - - (TYP OF 6) (E)OMNI ANTENNA , m�- AZIMUTH:310' - i AZIMUTH:3�O° (E)SPRINT ANTENNAS 1 , ry J o \ lot (E)ELEVATOR PENTHOUSE p4 xy4 9� j/ o N)VALMONT ANTENNA MOUNT ( )ANTENNA SUPPORT FRAME J oGxpygw�'� A� /�,/ \\ I EXPIRES 2/26/09 SITE WAPA0824(RN31) PROPOSED ANTENNA LAYOUT DT PORT ANGELES -- j 131E 1ST ST 22x34 SCALE:1/2'=1'-0" 11x17 SCALE:1/4"=V-0" (E)ACCESS LADDER—/ PORT ANGELES,WA 98362 N0 (E)STEEL LANDIN SHEET TITLE COMPOUND PLAN ENLARGED ROOF PLAN SHEET NUMBERq 22x34 SCALE:3/16"=V-0" 11x17 SCALE:3/32"=1-0 A " at&t (< NOTE: (E)NOKIA CABINETS AND ARGUS POWER CABINET TO REMAIN.LOCATE NEW NOKIA NOBE P I N N A C L E B UMTS CABINET OVER(2)EXISTING SUPPORT D E S I G N G R O U P I NC. JOISTS ®®SUITE YNNW OOD, WA9 031 -------------- 132 21 1-838 (E)DESK (E)DESK START DATE: onia)o6 (E)COAX ENTRY (E)COAX ENTRY PORT (E)EQUIPMENT SUPPORT PLATFORM PORT DRAWN BY' (E)EQUIPMENT SUPPORT PLATFORM cl I (E)JOISTS(TYP.) __r; (E)JOISTS(TYP.) (E)200A (E)200A CHECKED BY* RM PANEL.BOARD PANEL.BOARD _ REVISIONS i ----- -=—== --------------- i DATE DESCRIPTION INITIAL NOKIA NOKIA !, 06-04-01 90%REIAEW CL CABINET; ARGUS CABINET. ARGUS 071"8 ISSUED FOR CONSTRUCTION (EXISTING} VCABINET II ;(EXISTINGa CABINET' EXISTINGI II �I it i II II li i! (EXISTING), BATT q !! BATT II II I BANKBANK (EXISTING) aw (EXISTING) 11 11 a I II II it li �I,g j II II li m,� BATT 11D' BATT EQ.,. Q, _r_.. r._ w BANK T E911 BANK I E911 TELCOI TELCO! (EXISTING) ! !(EXISTING i II II — NOKIA 11 'I RACK ) 11 11 NOKIA NODEB RACK (EXISTING) TDMA ; TDMA (�XISTINO): II KABINET UMTS ( ISTIN ) TDM J� CABINET CABINET CABINET, �ABINET (EXISTING)' } EXISTING)! CABINET 1 ( I,NG) (EXISTIN ) ( XISTING)ii I. � I II II I it II II I; II H. ✓9 a$ c b 14'-8"t 11" (E)LEASE AREA 11• (E)LEASE AREA v NAL� EXPIRES 2/26/09 SITE WAPA0824(RN31) DT PORT ANGELES 131 E 1ST ST PORT ANGELES,WA 98362 SHEET TITLE EQUIPMENT SLAB LAYOUT SHEET NUMBER EQUIPMENT ROOM LAYOUT - BEFORE EQUIPMENT ROOM LAYOUT - AFTER /� _MB 22x34 SCALE:1/2"=1'-0" 11 -0 x17 SCALE.1/4"=1'-0" 22x34 SCALE:1/2"=1' " 11x17 SCALE:1/4"=V-0" !-1 COAX LENGTH SCHEDULE SECTOR LENGTH #COAX DIAMETER SECTOR A 45 FT 2(E)+2 NEW 7/8" SECTOR B 45 FT 2(E)+2 NEW 7/8" SECTOR C 45 FT 2(E)+2 NEW 7/8" at&t ANTENNA PLAN (N) (N) 310' �A5 gZINIUTN: ..PZ\MV'(N'. __... . (N) P I N N A C L E � DESIGN GROUP INC. 99 0 501 AVE.W. \\ ®®SUITE 202 (.)• �� LVNNW OD, WA 98038 P)42 78-8 32 (N) \ I ®�FI 639 / I lip / START DATE: N 07/74/08 ..._....._:. ....:....... „._.I_,_..._...;._.:. DRAWN BY- PROPOSED KATHREIN ANTENNA PROPOSED KATHREIN ANTENNA 742 264(TYP OF 6) 742 264(TYP OF 6) CHECKED BY- RM TOP OF(N)AT&T ANTENNAS TOP OF(N)AT&T ANTENNAS 7T•6"_AGL 1T£7t AGL REVISIONS RAD CENTER OF(N)AT&T ANTENNAS RAD CENTER OF N AT&T ANTENNAS() DATE DESCRIPTION INITIAL 75'-0Y AGL 75'-4"_AGL 06-0a-0B REVIEW CL 14-08 ISSUED FOR CONSTRUCTION i TOP OF(E)PARAPET TOP OF(E)PARAPET 66'8AGL 66'-8".AGL - - - - - - - - -lVW1Clt'` I (nnn rnrn nnhn HI 0 M - � NO 'Tar, I EXPIRES 2/28/09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SITE WAPA0824(RN31) DT PORT ANGELES 131E 1ST ST PORT ANGELES,WA 98362 ML F-7 SHEET TITLE EXTERIOR ELEVATION SHEET NUMBER EXTERIOR ELEVATIONS A-3 22x34 SCALE.1/8"=1-0- 111x17 SCALE:1/16"=1'-O" Lu f) < 0 LL U_ O U.] I F_ Z z z m LU<< <Q Z Z LU zI_ ... at&t TZ-3 116' O 36' P1 N N A C L E DESIGN GROUP INC. 7b > 1 :83 0 LYNNWOOD, WA 11*11 O P)425-776-8 42 7.- '912 v NOKIA ULTRASITE CABINET NOKIA ULTRASITE 42' MOUNTING PLINTH START DATE: 07114108 DUAL STAND-OFF MOUNT ASSEMBLY (VALMONT MICROFLECT PART#B1827 OR APPROVED EQUAL) DRAWN BY, CL CHECKED BY, RM ULTRASITE FRONT ELEVATION. REVISIONS VALMONT ANTENNA MOUNT DETAILS DATE DESCRIPTI N INITIAL n 06-04-08 EVIEW CL 1 x 17 SCALE:NTS 0714-08 ISSUE FORCONSTRUCTION 22x34 SCALE.NTS 3 O%R — NOKIA OUTDOOR ULTRASITE BTS DIMENSIONS MANUFACTURER:NOKIA HEIGHT 76.4' DEPTH:29.5" WIDTH:30.0" (E)6"±POLE MAXIMUM CABINET WEIGHT(WITH UNITS): 845 LBS. (N)318"0 U-BOLT x 10"LONG (N)1/4"x7"x7'STEEL PLATE WELDED TO U-BOLTS (N)VALMONT ANTENNA MOUNT 30.3" 3 24.4" 6' ado0 �5 & MAL 5' 10- 10' 5' 5' 10- W L5- EXPIRES 2/26/09 N PLINTH OF PLINTH OF N pcli CABINET I CABINET 2 C-4 w cli11SITE NOTE: 4' 22* 22" WAPA0824(RN31) REFER TO STRUCTURAL CALCULATIONS —1 — Ll 0 -- 0 DT PORT ANGELES BY CSA CONSULTING ENGINEERS DATED 7/11/08,CSA10480 FOR DETAILS 131 E ISTST ON ANTENNA MOUNT REINFORCING PORT ANGELES,WA 98362 29.6" SHEET TITLE ULTRASITE MOUNTING PLINTH ULTRASITE EQUIPMENT ISOMETRIC CONSTRUCTION ANTENNA ATTACHMENT DETAIL SHEET NUMBER --------- -- Fl 1 x 17 SCALE:NTS 22x34 SCALE:114"=11' A-4 __22X34 SCALE.--NTS 2 EXISTING ULTRASITE EQUIPMENT DETAILS UMTS OUTDOOR DIMENSIONS MANUFACTURER: LUCENT 2'-6'(30') HEIGHT 72 DEPTH: 40 FRONT OF CABINET WIDTH: 35 4 CLEARANCE. CABINET REAR 36' CLEARANCE. CABINET EACH SIDE 354 at&t CLEARANCE. CABINET FRONT 29.5 MAXIMUM CABINET AAA WEIGHT 790 LBS (359 KC) ........................... L_.J 7. NN w N NNN N UU N 2 —11 > O 1N N A C L E G R 0 U P N C. N I 4 33' RF CABLE D E 2677 e BACK OF ENTRY S I O 11 1 1111 AVE.W. � CABINET SUITE EN202 D WA 98036 LYNNW.. - F 425-7788-639 ARGUS CABINET 0 (0 00 0 START DATE: 07114108 c"I DRAWN BY, cL CHECKED BY, RM FRONT ELEVATION ARGUS TE-20 DIMENSIONS UMTS EQUIPMENT SPECIFICATIONS REVISIONS ATE ESCRIPTION INITIAL �6-04-08 90%REVIEW CL 22x34 SCALE.NTS 11 1x17 SCALE:NTS 07--08 ISSUED FOR CONSTRUCTION MANUFACTURER:ARGUS 2'-6'(30-) HEIGHT 84.0' 1. 25.00" NOTE. DEPTH:30.0" FINISH IS HOT DIP GALVANIZED PER ASTM A-123 WIDTH:30.0" MAXIMUM CABINET WEIGHT(WITH UNITS): TBID L 10.3" SECTION A—A 848562542 F- 3D VIE 30.00" ;it zo UU A A w ENCLOSURE ui 10 DIMS 9 0 > 0 0 0.75'HOLE— 7G T-11 OPENIN r 0 ALL CORNERS 4 UU L :) PLACES CL U Do 0 EXPIRES 2/26/09 DRILL AND INSTALL 's 0 L CONCRETE ANCHORS ci m '00 LO FRONT BACK SIDE z �4)HILT]HS.LB-M72/25 z 0 ARGUE P/N 633-066-10) LU [if OREQUIVALENT KATHREIN ANTENNA. WAPA0824(RN31) DT PORT ANGELES 2.80. 24 40" TOP 742264 131 E 1ST ST PORT ANGELES,WA 98362 24 47' 24 47' 7 7 24 47' 28 60 SHEET TITLE MOUNTING PLINTH -RIGHT SIDE VIEW TOP VIEW BOTTOM VIEW CONSTRUCTION DETAILS EXISTING ARGUS TE-21 EQUIPMENT DETAILS UMTS MOUNTING BASE ANTENNA DETAIL SHEET NUMBER 1_22X34 SCALE:1/4.=J'_o' lllxl7 SCALE:1/8"=V-0" 22x34 SCALE:NTS 11 1x17 SCALE.NTS __ —SCALE:1/2"=V-0" lllxl7 SCALE 114"=l'-O" A-5 RF Plumbing mrri iPtanned Site) RF Data Sheetsocwy " •6nYamisUga rtelaa.4 trNmnlslirn3� .- ew.�' r� ra wAnA63s.4txmtt aanP• 5azm'as a .X• �(of Po,i xn ems 4p.•nn Lt.a. Fi+a`izo X 11,11.. 1111 wac4 ��;, GSM EAte(ttAnt 'Lit»iNa •.•_._•.••,••••,Nr(3p2$�F YERNgN PEtiRYHAN PnxA - :'a-24't F34?$ X X y 1111 14(.'r ip:apro e-Ps'Xmarr{q Fr^.a. VERNOH,PE RRYt4AM PYa e243->a Ca;$ p(NAA GArE^:c 9 Nr'N 4�n< i$H /� X � • i.At USC ACW6$6ft - uR; 1a :95-t1M3S 'D1�r Dam N—LIfq,nl2 BY 4EW Vnrad 5laNi 04 Cory3 rtp ida-w+,ai "123 sbtbBib Cua-x?'s Fa:yvea POwERM2A,VEMHA PY3»£RWk`."AttA eic sarcldpncs P Axs a� Haseneas _..a. LC,P21403 LGP21ift3 Cs+1s :E36[ ✓+Pcwnw 3 nfYi.palaye I.G [II( at&t s44m4x � " x Exia6ap Canflgur44aii ruse_ 1.twlwo U"m IM Irsm ale Gm1x74 UMTS&SO OSMS54 0wlow "U0.Pt' m ({{ rtK >y J A'wnraae 1 1 1 I F t mH• RYs&i. 6 Pb 18Ct iii 'f 1x.dC � r 2tl 'e 2tr S .. .... :21?t.ERER C'4'.ER€R ♦.x,a.a•nx 'Po-nP wz.'9 !tlw<rnere £'awa•wn n:-MP4a Mo 7320 - - 7920 f< a twits .'C ±6 g yp d 0 i � 0 11_11 1111 _.tl.. .. .. �.) -ET tR2 ND ND 'w+'i'vat R•n��f4f11"';Nf St 2vi5 35 .., it^,Cr3S $s 2,'+fit1' .. adtk•.1 Rm ... .. 41 _ d61 ..._ .. .. .. _ ... .. GC 60 _u>K•a dPeeb.et__.__ _—".. _ _..._. '_..__.«..._.._.....___...11_11. 2 :.u4:t LUD :b 454 LUEx�a_ts9a ieF !easy inv - ixs=_azs4._..�zin5•m. v ".. .. N N A L _. .. 11_11.._. �.. +3 RS.....".... 47 4S __t— 43 ..._ D E S I G N G R O U P 1 NC 5 _ _ NO a.1N,i Cfi+"9.,4848" ND?e A}NA GS'dv:wJ 30 ra i•Mh;A r2943«iF Naki GS tf1r i mIS N4M,4 - t ®19910 50 E.W ._ _.........-. .."....., 554` GSM M ti. NP ND Na No Na .._._._.e....._....m®.w...e_...mm...,m1 i? ..,p� NO >i� ria ND ND ND t" _�•••.• .,•�� OTor ^-- 111,,1. SUIT .4i'CAa N4 PU Ho Ne Na Na NNW OOD, WA 96036 1111. _ z _ _ S _1111 _1111_ gyp ®� I 25-778-6132 ._,..,..,_................ -6391 EyD.SOr.',!t•+iR1, 562/4!6 _ 5914.'6Fd 592/813 59,ISM X2:419 59-fbli X - 5eat4eX � � aactoFY � � 34.'taxL X 08P9aN ad CR nfiieu i6grt CSM as4 05dtr I" LUIS 0 Otic en fSM 4 d Ub3T3E:A GSM as4 08M 3 uMta a� fdu-zr d A..•:rvaa t 1 B t l t X X ut'uiM ma[ 6N.6o '6Aabb 90atk. idDR141 '4s.14D � f'dai 5c �•.Itl ris2b �.... ar a+>,.a1. ... 1111 ..a.nre, 1111. ....xdinreM 1111 1111 i4rt�ei4s itRiiNbG... ... .Ka9v4°4t ... IG EhN31n - START DATE: M.xiq -711042, pm in^"<, ZFiGi`t ' H0"'0f2i @:A 11121 ...BGO 10121 07/14/06 .: 1111 ........ 0017 ._._. 1311 }6 6E ..6$ 4d Sa is .. '� Y 3A0 111'1'• 3q0 PO4'YER{1VA'IE NSaIA ,.,.".« ,..a.....,... ...d e�. ...a e... ..,.e........�...,m...... DRAWN BY a� . .. [ ..• w .. LGP21403 RET Vpa Yea YPa Yeo Y- 51 - Y13 'iM11IA:•a:".R<+•R:•<Po!aziNkN. 53xI0445» 51 104,5! 5i.134 "14.5! S!•,p4a»: IK101155 CHECKED BY' Ain.,a Y.h_rstei.. 364 364 a34 ^ }64 364 364 RM 60 C' :,C 07 00 60 Nun..e ai FPatlr+x 2 7: P 2 2 6m1r iY tt 'Tr6&50 !RFS"6' i;2h5'ra 654 Lu "S mc L'3I6'86tA LOia"/s •4 4' 4 4 45 REVISIONS ' '•" _' ne LG?"' `40_� SGR 409 DATE DESCRIPTION INITIAL N<ne 1' WJL—. 06 08 90%REVIEW CL G.•4 t>s No Yeo N. Y" N. 1906 ISSUED FOR CONSTRUCTION KM Nu N9 N6 f TA - Nn 3tlp No -Na N. Ntl Na NO Na �. d. Y ?6i 411:2 5t 2tf Si,t26? 57RD "565 5431362 P I Nokia GSM x60 esdf_tsdg I w Jg Rb�_ Mpg 3Y,m zz SAI. EXPIRES 2/26/09 SITE WAPA0824(RN31) DT PORT ANGELES 131 E 1ST ST PORT ANGELES,WA 98362 SHEET TITLE RADIO PLAN SHEET NUMBER RADIO PLAN A-6 _G 22x34 SCALE:NTS 11x17 SCALE:NTS A V TIE INTO EXISTING ELECTRICAL SERVICE 200 AMP SUB FED 120/240 V 10,3W VERIFY VOLTAGE ELECTRICAL SPECIFICATION: g' M 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 200A-2P LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. BREAKER �• 2.COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE,THE 200A TRANSFER SWITCH/ u ��Q'� REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS,AND UTILITY GUIDELINES. DISTRIBUTION PANEL 3.PERFORM ALL VERIFICATION,OBSERVATIONS,TESTING AND EXAMINATION EMERGENCY OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE TRANSFER GENERATOR RECP ACTUAL CONSTRUCTION.ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE SWITCH CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS,FAULTY EQUIPMENT o e AND DISCREPANCIES. 200A-2P MAIN 4 UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT BREAKER SCHEDULE 40,TYPE CONFORMING TO UL ARTICLE 651 WESTERN PLASTICS A60/23512SE CARBON MANUFACTURER.COUPLINGS SHALL BE SLIP ITH SOLVENT �TO MAIN& D1 N N A C L E SEALED T PIPE:SOLVENT WESTERN TYPE COMPATIBLE WITH PVC DUCT ALL SURGE _4EXTENSION BTS D E 5 I G N GROUP I N c. BENDS SHALL BE 30"MINIMUM RADIUS. ARREsT.RCABINETS 20/1 (SPACE) UK]ll 11 SUITE 202ih AVE.W. 5.ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V TO LIGHT(S)& SUITE WA 3e INSULATION(UNLESS OTHERWISE NOTED). OUTLETS 1 TO EXTENSION V]B P> 2W5-778-8C 32 (SPACE) J} I�BTSCABINETS z5 77 -6 6.NEUTRAL SHALL BE COLOR COOED INSULATION SHALL BE CROSS-LINKED TO MICROWAVE (FUTURE) POLYETHYLENE. (FUTURE) (SPACE) (SPACE) TO BATTERIES TO OPTIONAL 7 CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF (FUTURE) (SPACE) ( ) BTS CABINETS START DATE: oinaloa UNDERGROUND SERVICES.SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO GPS MICRO- (FUTURE) TO CONSTRUCTION. WAVE RADIO GND 8.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING,FLUNG,AND SYSTEM(FUTURE) I DRAWN BY- cl: FEES IN CONJUNCTION WITH THE PROJECT RM 9.THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH CHECKED BY, THE PROPER AUTHORITIES AND INFORM CINGULAR 24-HOURS IN ADVANCE. ELECTRICAL ONE-LINE DIAGRAM ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE 22x34 SCALE:NTS 11x17 SCALE:NTS 2 REVISIONS OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS ATE DESCRIPTION INITIAL TAKEN PLACE. 06-04-08 90%REVIEW CL I-0 ISSUED FOR CONSTRUCTION 10.ALL EQUIPMENT WIRING,AND MATERIALS MUST HAVE A UL LABEL 11 ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED ALL INTERIOR UTILITY CONDUIT SHALL BE JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL SURFACE MOUNTED 1 Y"0 EMT PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT 12.THOROUGHLY TEST ALL LINES FEEDERS,EQUIPMENT AND DEVICES WITH E-911 TELCO DEMARCATION MAXIMUM LOADS TO ASSURE PROPER OPERATION 13.CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO (E)HVAC UNIT (E)COAX ENTRY TERMINATION WITHOUT SPLICES PORT 14.PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY (N)UMTS CABINET —� ( CODES AND/OR UTILITY COMPANIES. ENOKIA )(E)2"PVC CONDUIT SCHED 40 CABINETS STUB-UP(SUPPLIED AND _ ._.. 15.ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL INSTALLED BY CONTRACTOR) p EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY i ALL LOCATIONS (E)ELECTRIC 8 TELCO SERVICE GROUND CONDUCTOR & H• J9 n p�oa�w �'p 16.ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES,J-BOXES, z �Qa� EQUIPMENT BOXES,AND CABINETS WITH APPROVED PLASTIC TAGS. i �m 17 ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE --" ao4ae WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. . . . "_-'I- ......_._..,. 18.ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED __ EXPIRES 2/26/09 AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY _ — _____—__= i _ _ _________________________ 1— OF THE FIRE SEPARATION. (E)ARGUS 19.UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR (E)FROM UTILITY BACKBOARD TO WALL PENETRATIONS O(E)UNDERGROUND ELECTRIC SERVICE MIN. 2" EQUIPMENT WAPA0824(RN31) DT PORT ANGELES 0 PVC CONDUIT TO UTILITY BACKBOARD. z (E) TELCO SERVICE TO UTILITY 131 E 1ST ST O(E)FROM UTILITY BACKBOARD TO EQUIPMENT MIN.1BACKBOARD PORT ANGELES,WA 98362" 0 PVC CONDUIT LOCATE PER TRENCH DETAIL. SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER ELECTRICAL SPECIFICATIONS 4 POWER/TELCO RISER DIAGRAM 1 E- 22x34 SCALE:NTS 11x17 SCALE:NTS IIS ® NOTE: COAT ALL MECHANICAL CONNECTIONS WITH-NOOX"OR APPROVED EQUAL NEW COAXIAL GROUND KITS W/LONG WE BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR&INSTALL BY TYPE GR TYPE GL LUG ANTENNA CONTRACTOR(CADWELD TYPE-GL) SECTOR A SECTOR B SECTOR C (2+2) (2+2) (2+2) a NEW 4"x 24"x 1/4"thk COPPER Ut ANTENNAS ANTENNAS ANTENNAS GROUND BAR. INSTALLED BY PER SECTOR PER SECTOR PER SECTOR \ GENERAL CONTRACTOR F TYPE SS TYPE PT � III 0000 0 0 0O O O O O O O O O O O O O OOO O O 0 0 0 0 0 0 O O O OOO O �P �I N N A C L E OO O O O O 0 0 0 0 0 0 DESIGN GROUP INC . SUIT0E 00 N00N98W0.38 P258-8132COAXIAL CABLES(TYP O FI25- 6391 2 PER ANTENNA) 24^ 0 ij II FIELD VERIFY START DATE: 0nia/o6 dam" --� _-- - -- _96 GROUND BAR b y @ANTENNA TYPE GT TYPE VS #2 SOLID BARE TINNED COPPER / �Ih WIRE CADWELD(TYPE-GL) -1 DRAWN BY- c� I II II NOTE: CADWELD"TYPES"SHOWN ABOVE ARE EXAMPLES II II II COAX GROUND CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF I II II WIRE(TYP) CADWELDS TO BE USED FOR THIS PROJECT CHECKED BY, RM 111111 II II II uuu II II II REVISIONS 111111 #2 AWG SHIELDED CADWELD DETAILS 4 GROUND BAR 9 DATE DESCRIPTION INITIAL GROUND WIRE ON 22x34 SCALE:NTS 11x17 SCALE.NTS 22x34 SCALE:NTS 11x17 SCALE:NTS 06-04-08 90%REVIEW CL ELECTRICAL ISOLATERS `\ 07 4418 ISSUED OR CONSTRUCTION KM �_-___-- -- _-- WEATHER SEAL GROUNDING BUSS BAR AND ATTACHMENT NOTE: KIT WITHOUT INSULATORS BOLTED TO WALL ALL CONNECTIONS TO BE CADWELDED jl jII USE MECHANICAL CONNECTIONS ONLY II II II 3'JUMPER 111111 WITH THE WRITTEN APPROVAL OF THE GROUND BAR @ II II II DIN MALES CONSTRUCTION MANAGER BASE OF POLE II II II TMA HOISTING GRIP TO BE INSTALLED BELOW II IIII TOP GROUND KIT II II II II II II GROUNDING KIT REFER TO SCHEDULE ON SHEET A-3 FOR COAXIAL COAX GROUNDING KIT IIjI CABLE SIZES AND APPROXIMATE LENGTHS. #2 SOLID BARE �� a I INSTALL GROUNDING KIT TINNED COPPER �_�- I ABOVE COAX BEND JUMPER CABLE GROUND WIRE - _.. i- I GROUND BAR ATTACHED TO ICE "I BRIDGE SUPPORT GROUNDING BUSS BAR AND ATTACHMENT KIT BOLTED TO WALL ARGUS TE-20 CABINET - NOKIACABINETS +,p4• CO MGB UMTS CABINET q °o I IST I ........__- .. NALG TO GROUND RING ;'' , (SEE TOWER GROUNDING -- ' EXPIRES 2/26/09 SCHEMATIC) j #2 SOLID BARE i TINNED COPPER TO GROUND RING GROUND WIRE - - SITE - _ WAPA0824 RN31 i , - DT PORT ANGELES 131 E 1 ST ST ------ PORT ANGELES,WA 98362 ---- ---- --------- ---- --- ------ ----------------------------------------- #2 SOLID BARE TINNED #2 SOLID BARE TINNED COPPER GROUNDING LEADS. SHEET TITLE COPPER GROUNDING (TYPICAL) GROUNDING DETAILS LEADS(TYPICAL) #2 SOLID BARE TINNED COPPER GROUND RING. SHEET NUMBER ANTENNA GROUNDING DIAGRAM TOWER GROUNDING SCHEMATIC C-2 22x34 SCALE:NTS 11x17 SCALE.NTS 22x34 SCALE:NTS 11x17 SCALE:NTS C CINGULAR CONSTRUCTION QUALITY CONTROL CHECKLIST Rnnf+nn nngh Galvanized C = Complete Grounded NC = Not Complete Weatherproof / Flashing NA = Not Applicable ADMINISTRATION C NC NA COMMENTS ANTENNA & HELIAX C / NC / NA COMMENTS / / Antennnc• Redlined Construction Drawings Installation Warranties Make / Model # Ground Resistivity Test Report (5 OHMS or less) Quantity Concrete Cylinder Tests Report Azimuth. Certificate of Occupancy (or equivalency) Same Horizontal Plane (per sector) Inspection e off Card Plumbness of Mount Final Release of Lien (conditional) Downtilt Bracket (confirm ea. panel antenna has one) Building Permit (original) Measure of Downtilt (if applicable) at&t Other* Coax. Size C / NC / NA COMMENTS SITE WORK Support ® 3'-0" Max. Access Road Bend Radius (20") Site Grading & drainage Jumper Flows Directly into Antenna Finish Grade Hangers ® 3'-0" O.C. (no plastic devices) Vegetation Control Weatherproofing (Connectors & Grounding Kits) Landscaping Irregation System Drip Loop (3 Places Minimum) P P Fenrinn, Grounding (3 Ground Kits) Gate, Stile & Padlock Tight Connection (At Bus Bars) Gate Hardware Vandal Resistant Antenna Specification Sheet (Filled in) P I N N A ) L E DESIGN GROUP INC. Fencing & Barbed Wire Fence GroundingAMP— (7rn ind R s (Ar.R)- Gate Ground Sop Installation: Below coax port & as shown on dwgs. ®®sulre 2oz1 E,W, Mushroom Type Latch Size (4 x 20" x 1/4 with (27)-7/16" holes) NNW o WA Insulated Standoffs ®® 1 5- a 32 lkilities• Bonding Jumpers Commercial Power Entrance Facility Bend Radius Commercial Power Meter Installed Tight Connections (two bolt lugs except ground kits) Ground Rod For Commercial Power Cadweld Downlead Padlock All Exterior Disconnect Panels No OX Grease all Connections Telco Entrance Facility START DATE. 07/14108Building Penetrations Weather Sealed EQUIPMENT ROOM C / NC / NA COMMENTS Weather Heads (Proper Height) Mriin niernnri—t• Gra—ding- Rating (200 Amp) DRAWN BY, CL Ground Ring Interior Cleanliness Bond Wire From Comm Power Grnd To Grind Ring XIT Ground Rod (When Required) Make PnnP1• CHECKED B MY• RNt MGB Connection to Bldg. Ground Make / Model # (Square D) Ground Test Well (one test well w/ test loop) Rating Capacity (200 Amp)Panel Labeling (Phenolic/Lamicoid) REVISIONS TOWER / ANTENNA MOUNTS C / NC / NA COMMENTS Ciricuit Labeling (Typed Card) DATE I DESCRIPTION INITIAL Breaker Size (Matches Drawings) 0""B 90%REVIEW CL Foundation Interior Cleanliness 07-1406 ISSU OR CONSTRUCTION KM Base Plate Grouting / Drain Hole Wiring Quality Anchor Bolt Projection / Lock Nuts Erection anrtnhle f enern+nr Renentnrle RI inr Height Make Model # Antenna Mounting Structure Mates with Female Orientation Weather Sealed / Caulked Step Bolts Saftey Climbs Mester (7,r—rid Riic (Mr,R)- Coax Ladder Installation Paint Size (4 x FAA Tower Lighting Insulated Standoffs l/4 x with (27)-7/16" holes) doffs Grounding - Bend Radius / Locations Bonding Jumpers Bus Bars Bend Radius Cadweld Quality Tight Connections (two bolt connections) Down Lead (two bolt through or cadweld) Antenna Mni,n+s� Down Lead through wall properly sealed Antennas Located per Drawings Hot Dip Galvanization Tel— Orientation Backboard Pitch Pocket / Flashing Conduit Grounded (Bushing) Roof Leak Tested Painted White Grounding - Bend Radius / Locations H• J Cadweld (mounts / bus bar) CnhIP I adder eny0. Hardware Secure a o o Installation Quality �,� - m Z Exterior Cable TroyBonding Jumpers (two bolt connections) Z Touch-up Paint Installation All Threads Capped BDIN v Cover Cable Ladder End Caps MT G Horizontal / Vertical Protection Height (7'-6" above finish floor to bottom of tray) NAL Hot Dip Galvanization Grounded to Ground BusEXPIRES 2/26/09 Clennl'necs• Cn Bridge / I adder• Building Interior Bridge Protectects Coax Adequately Interior WallsElectrical Boxes and Panels Hot Dip Galvanization (all Materials) Base Board SITE Grounding / Cadweld Quality Clean, Wax (Anti-Static) & Buff Floors Weather Seal Where Attatched to Building Construction Debris Removed DT PORT ANGELES Grnundinn• 131 E 1ST ST Materials Other PORT ANGELES,WA 98362 Bend Radius Tight Connections Double Lug Mechanical Connections ADDITIONAL COMMENTS. Cadweld Quality SHEET TITLE Coldgalv. Cadwelds QUALITY CONTROL CHECKLIST No OX Grease Bus Bar Connections SHEET NUMBER Q-1 Application Number . . . . . 08-00000695 Date 6/12/08 Application pin number . . . 740120 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER! 06-30-00-5-1-1675-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 -----------------------------------------------------------'_-_------------- Application desc Repair service mast ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NAVAL -----------___-`------ NAVAL LODGE BPOE SIMPSON ELECTRIC 131 E IST STREET 243036 W HWY 101 PORT ANGELES WA 98362 PORT ANGELES WA 98363 ( 36) 457-3355 (360) 457-9270 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional dose Permit pin number 128066 Permit Fee 64.00 Plan Check Fee .00 r Issue Date 6/12/08 Valuation . . . . 0 Expiration Date 12/09/08 Qty Unit Charge Per Extension 1.00 64.0000 ECH EL-COMM ALT- REPAIR METER/MAST 64.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64.00 64.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.00 64.00 .00 .00 SPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH - IN FINAL 6 3 COMMENTS : O»rg1,C. SIGN PERMIT APPLICATION Print in ink �''"'�•� -- CITY OF PORT ANGELES For City Use Onl T". Attn: Building Permit Technician Date Received - —O 321 E. Fifth St., Port Angeles, WA 98362 Permit# 0 (360) 417-4815 fax (360) 417-4711 (tea OS>� Date Approved Applicant or Agent ��cV L CQ Phone ( ) Property Owner Phone L4 Property Owner's Address r3 I S+— Contractor/Engineer Contractor/Engineer ?j `2D S Phone Contractor/Engineer's Address License # Exp' es V` Project Address , U vi (� Business Name _e Parcel Number Lot Zoning Plans wi vuw h Submit two sets of plans & a site Ian that includes: &` ;m she. ■ Type of sign (wall-mounted, projecting, freestanding, illumi ted, other...) `r P�t1C� ■ Placement and sq. ft. area +vN �is pe_r M • How the sign will be securely attached (Engineering sp cs may be required for freestanding signs) G� • Separation distance between the bottom of projectin and freestanding signs and the surface below F See "Chapter 14.36 Sign Code"of the City of P rt Angeles Municipal Code for sign requirementsJV ffyl-� Sign Type & Brief Description: (Type, location, ft.) Sign #1 1NCl�d s �� 'l�I I C�C�l �'�C ����� -f �'� Sin ��,tz Sign #2 „� Sign #3 o Sign #4 Tofalls Unit charges Sign(s) Unit Charge uantit m ti lied b quantities) Type of Sign Valuation $ ,'� $47.00 x = $ / �� All signs less than 25 s $85.00 x = g q ft. $ Wall or marquees, over 25 sq. ft. $115.00 x = $ Freestanding and projecting, over 25 sq. ft. GRAND TOTAL Make Checks Payable to: City of Port Angeles Sy $ Credit Cards (Except American Express) are accepted p �J Total si n area_4sq. ft. Maximum allowed sign area sq. ft. o -� S 1 have rea and completed this application and know it to be true and correct. I am authorized to., apply for this permit and understand that it is my responsibility to determine what permits areareq , and to obtain permits prior to working on projects. S �, Date 0 Print Name �� uji �(,��►�( Signature T:Forms/Building Division/Sign Permit Application.doc 0 �- L � f � � � �' +� .� n '31 � � �� S � `� � d � N � � } ��� �T � �� � � v F� � � � ISI � �L� I�J � �� �, O : ' I �= J ' 3 � � -- r m a X s. Ar Ilkh /4 1 4 mom 7!. _ r - r v } m a t t Nit I r a` a a G (7/17/2007) Linda Pangrle Mechanical Permit fee for Sprint-Nextel Page 1 From: Linda Pangrle To: gjohnston@ptswa.com Date: 7/17/2007 4:46 PM Subject: Mechanical Permit fee for Sprint-Nextel Hi George, Per your phone request,this e-mail is to confirm that the Mechanical Permit fee for the Sprint-Nextel Generator Addition - 131 E. First St., Port Angeles, WA is$60.65. You enclosed a check for$135.04. I wrote VOID on the check and will return it to you when I mail you the permit. The permit application and plans are being routed for approvals. Please mail a check made out to the City of Port Angeles for$60.65. After the needed approvals are obtained,and your check is received, I'll mail you the permit and other paperwork. Please mail the check to: City of Port Angeles,Attn: Linda Pangrle, Building Dept., 321 E. 5th St., Port Angeles, WA 98362 Thanks, Linda Pangrle, Permit Tech City of Port Angeles 360-417-4815 13001 PACIFIC TELECOM SERVICES LLC us BANK 206-342-9000 19-10/1250 568 FIRST AVENUE S.SUITE 650 6/26/2007 SEATTLE,WA 98104 PAY TO THE City of Port Angeles $ **135.04 ORDER OF One Hundred Thirty-Five and 04/100******* ******** *** ********* **** ********** ***** *************** DOLLARS E City of Port Angeles 316 Washington St., #301 Port Angeles; WA 98362 MEMO WA0714-BP Submittal _ A TURE I10013001II' 1: L25000LO5I: L5359L2357L ��' PORT ANGELES FIRE DEPARTMENTi o� PLAN REVIEW Project Name: Sprint/Nextel Generator at Elks Building Address: 131 East First Plan# 07-16 1 Com Residential Date: We have checked this plan and are unable to approve it as proposed. 1) The proposal is to locate the generator in an enclosed exit passageway. This exit passageway is the primary means of egress for all of the floors of the building. In the event that the primary building exit was compromised, this exit would accommodate all of the building occupants. The exit width cannot be encroached upon in any way. The building occupants have been prohibited from placing any items in this exit passageway. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: Date: 7.20. 07 Building Department Copy ❑ Contractor/Owner Copy ❑ Fire Department Copy r \al� Pacific Telecom Services, LLC S � QQx July 8, 2007 Mr. Jim Lierly, Building Official City of Port Angeles Building Department 321 5h Street Port Angeles, WA 98362 RE: Sprint-Nextel Generator Addition - 131 E. First Street,Port Angeles. Tax Parcel # 063000511675 Dear Mr. Lierly: Please see the attached Building Permit Application,plans and fees for Sprint-Nextel's proposed diesel generator addition to an existing communications site located at the above referenced address. The proposed project is to install a 40kW diesel generator inside a first floor breezeway near the rear of the building at the above referenced address - see Sheet A-2 on the attached plans. The generator will be used for back-up power only in the event of a power emergency. The proposed generator is a self- contained unit including the engine and diesel fuel tank enclosed within metal sheathing. Please call me at 206.218.6549 should you have any questions or concerns regarding this application. I greatly appreciate your help in this regard. Sincerel G rge Jo st , Pacific Telecom Services for Sprint-Nextel Attachmen 1. Two (2) sets of stamped and signed plans— 11 x 17" 2. Completed Permit Application 3. BP Fees File WA00714 DT Port Angeles 568 First Avenue,S,#650,Seattle,Washington 9804 • [Phone]206.251.6384 • [Fax]206.903.8513• www.ptswa.com �Y €s 0 FOR OFFICIAL USE ONLY: Q BUILDING PERMIT APPLICATION Date Rec.:V / — 13 d� \ Permit#: -7-537r ► J Fill out COMPLETELY and in INK.Your application and site plan MUST BE Date Approved: COMPLETE to be accepted for review. If you have any questions,can PERMITS(360)417-4815 FAX(360)41'7-4711 Date Issued: Applicant or Agent: in�v5-r-o-v Phone: <21e- -� Owner:�i�,P�l�1/�-�• i�T�li G�� � �iL I—C6EL0 ne: Ad'rE,Q�/j GE S „2eP 1ST�Y S City: �'1574-7 7LE, WA— Zip: Tr/04 Architect/Engineer: `s T� - y_/1r• 93M A*GG 41✓� Phone- • 2l 6 JGG� GaMNTc��/Ju��/o�1'S' 'G �S 9 SQL ly Contractor State License#: Exp. / Phone: Addr.0'7es � SGT V� .STC G City: Gt/Gr l-frEMso M Zip: C?f 3 3 S PROJECT ADDRESS: /3/ AE !S'r .S27` ,cT �(4/Gt�GES ZONING: Cetil�9 ci%� LEGAL DESCRIPTION:Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: F a7 � Plans) v®� �G , svgs lea t�7 s- m�.l 1� co TYPE OF WORK: ION: 4 1<1_1� ❑ Residential ❑ New Constr. ❑ Re-roof ❑ Stove SF.@$ /SF.= ❑ Multi-family ❑ Addition ❑ Move❑ Garage SF. @$ /SF.=$ oommercial ❑ Remodel ❑ Demolition ❑ Deck SF.@$ /SF.=$ Get Repair ❑ Sign ❑ Other_ TOTAL VALUATION $ /�, 7o'-0Z �e BRIEF DESCRIPTION OF THE PROJECT: tee cz!:fr-2Ge _"yrTI � w�/L- �� Cs��rui17 c.��a�✓1' COMMERCIAL/RESIDENTIAL: Occupancy Group: .Occupant Load: Construction Type: i:9 No.of Stories: Lot Size: Existing Sq.Ft. &Proposed Sq.Ft. !�gel TOTAL Sq.Ft. � Total lot coverage PLANNING USE ONLY: APPROVALS: nnn ///111 PLAN: BLDG: 'r DPWU: ESA/Wetland(s): 11Yes o SEPA Checklist required? ❑ Ye No Other: Fes' OTHER: VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE:IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. I hereby certify that 1 have read and examined this pplication and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my e p risibility to determine what permits are required,not the City's, and that I must obtain such permits prior to work. ^�� �a o T:\FORMS\B1dgPermitAppl..wpd Applicant: Date: o� r ^o- CITY OF PORT ANGELES h= DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 aa� Application Number . . . . . 03-00001187 Date 12/15/03 Property Address . . . . . . 131 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application description . . . ELECTRICAL ONLY . . ..,Subdivision Name . . . . . . Property Use . . . . . . . . -- Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ NAVAL LODGE BPOE OWNER 131 E 1ST STREET PORT ANGELES WA 98362 ( 36) 457-3355 -------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc FIRE DAMAGE ELKS LODGE Sub Contractor BOYER ELECTRIC Permit Fee . . . . 70.60 Plan Check Fee .00 Issue Date . . . . 12/15/03 Valuation . . . . 0 Expiration Date . . 6/13/04 Qty Unit Charge Per Extension 2.00 35.3000 PER EL-PARTIAL INSPECT 70.60 W Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70.60 70.60 .00 .00 r� Plan Check Total .00 .00 .00 .00 -Grand Total 70.60 70.60 .00 .00 w 1 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:\PLAN'NrNG\FORMS\1102.15(11/14120031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORKBEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LME(METER TO BLDG) GAS LME BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PWUTILITIES/ SITEWORK (Engineering Division) SEPARATEPERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM /y Pyr (.1008 PLANNING DEPT. SEPARATE PERMIT P's SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIORTO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417.4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15(11/14/20031 d w CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 FAST 5TH STREET. PORT ANGELES.WA 98362 L®� ELECTRICAL PERMIT ISSUED: 10/14/1999 PERMIT NO 6775 OWNERIAPPLICANT PROPERTY LOCATION ELK'S BLDG 131 J- /—C� 131 E. 1ST ST Lot: 17,18' Port Angeles, WA 98362 Block: 6 ❑ Long Legal .. , 360/000-0000 Subdivision: NR SMITH T: S: Parcel No: CONTRACTOR ARCHITECT MADSEN ELECTRIC N/A 1929 TACOMA AVE. S TACOMA, WA 98402-0000 98360-0000 253/383-4546 360/000-0000 PROJECTINFO Project Type: COML. MISC. Project Value: $0.00 Occupancy Type: Construction Type: SERVICE INSTALL Occupancy Group: Zoning Use: CBD Electrical Heat: ❑ Baseboard 0 KW ❑ Riser ❑ Underground Service ❑ Furnace 0 KW �^f Overhead Service Voltage: 120,240 ❑ Heat Pump 0 KW ❑ Temp Service Phase: ® 1 ❑ 3 ❑ Fan Wall 0 KW Service Size: 200 Feeder Size: 0 PROJECT NOTES NEW 200 AMP SERVICE IN TOP OF ELKS BUILDING FOR SPRINT TOWER FEES ASSESSMENT Service: $86.25 Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $0.00 Misc Fee: $0.00 TOTAL FEE: $86.25 AMOUNT PAID: $86.25 / BALANCE DUE $0.00 jlti� C0i`1MENTS/ACTI0N NEEDED �A`"� CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 _ crTY AGNS 206 457-0411 PERMIT NO. S 7 7 DATE ELECTRICAL PERMIT Site Address: Q� ❑ READY FOR ❑ WILL CALL FOR INSPECTION INSPECTION Installed By: Licens Numb Phone: ao&- ���c74 /CC JK L/fL' `LG /c.3-�-USOS Owner/Business: � '5 Z/C/` F, Phone: Owner/Business Address: Sq. Ft. ELECTRIC HEAT ❑ RESIDENTIAL ❑ RISER ❑ BASEBOARD KW )ig' COMMERCIAL ;, OVERHEAD SERVICE ❑ FURNACE KW ❑ NEW CONSTRUCTION ❑ UNDERGROUND SERVICE HEAT PUMP KW A ❑ REMODEL 11 VOLTAGE: hZG'r�2 FAN/WALL KW ADD/ALTSERVICEPGS CIRCUITS VOLTAGE: S 1 ❑ 3 QS SERVICE SIZEAMPS ❑ TEMPORARY SERVICE FEEDER SIZE VE>)AMPS Details/Descrip 'on: rfU/�� EC ? C - ' /VZh'U r 72,61,9,.7.s W.S. No. SERVICE SIZE DATE ENGR. CAPACITY: ❑ O.K. ❑ NOT O.K. ❑ OVERHEAD SERVICE APPROVED ACTION REQUIRED: ❑ CHANGE TRANSFORMER ❑ CHANGE SERVICE WIRE ❑ INSTALL SERVICE POLE ❑ OTHER ❑ Ditch Inspection O.K. ❑ Rough-in/cover O.K. II O.K. to connect service i'75 Final O.K. Site Address: Permit/Receipt No. 7 Installer: New Meters Date: 1 Notify Port Angeles City Light by Street Address and Permit Number when ready for inspection.Work must not be covered ® before inspection and O.K.for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. -7� M NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT @ 9 Electrical Inspector W Permit Fee WHITE—File by address PINK—Top:Eng,Bottom,Customer GREEN—Top:Meter Dept.,Bottom:City Hall /�. OLYMPIC PRINTERS INC. / PORT 4 ° �F ELECTRICAL INSPECTION WIRING REPORT 457-0411 Ext. 224 O�TY LIG�S GATE PERMIT 4 INSPECTOR 7�� 93r1 7` � OWNER ICONTRACTOR �X ADDRESS A?/ APPROVED OT APPROVED ❑ `. . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . ... . . . . . . . . . ROUGH INICOVER . . . . . . . . . . . . . . ❑ ❑ SERVICE . . . . . . . . . . . . . . . . . . . ❑ . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECT IO NS NEEDED: / s C��ue e No /Z Lvi% NOTIFYI INSPECTOR WHEN'CORRECTIONS ARE,COMPLETED WITHIN 15 DAYS — DO NOT REMOVE OLYMPIC PRINTERS,tNC.(205)452-IM1 W 0 pORTgHCF�3. v . . . .ELECTRICAL INSPECTfGl� 01NI WIRING REPORT 457-0411 Ext. 224 Carr �L16�S DATE PERMITp INSPECTOR OWN RICON RACTOR C4 6l . ADDRESS APPROVED OTAPPR0 ❑ . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . ❑ . . . . . . . . . . . ROUGH INICOVER . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: �/.A4 els e/ ,: Qui/�tyi %rte ( l SSin/ C9 vl C r OWTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS r i � p� DO NOT REPROVE 0I,yIC PRINTERS,INC.(206)6521381` OP PORT*,4 u' �•�m�mm CITY OP�PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 LIE"o ri (206) 457-0411 PERMIT NO.7%lo?O-� DATE ELECTRICAL PERMIT Site Address: ❑ READY FOR ❑ WILL CALL FOR INSPECTION INSPECTION Installed By: License Number: Phone: Owner/Business: � `�S � / E Phone: Owner/Business Address: l Ct' Sq. Ft. ❑ RESIDENTIAL ❑ TEMPORARY SERVICE ❑ OVERHEAD SERVICE COMMERCIAL ❑ PERMANENT SERVICE ❑ UNDERGROUND SERVICE ❑ BASEBOARD KW ❑ NEW CONSTRUCTION VOLTAGE: ❑ FURNACE KW ❑ REMODEL ❑ SINGLE PHASE ❑ FAN/WALL KW � ADD/ALTER CIRCUITS ❑ THREE PHASE ❑ HEAT PUMP KW ❑ SERVICE UPGRADE/REPAIR SERVICE SIZE AMPS ❑ SIGN ❑ SPECIAL EQUIPMENT (LIST BELOW) Details)Description: �Pitq-4 (2,/2 W.S. No. SERVICE SIZE DATE ENGR. CAPACITY: ❑ O.K. NOT O.K. ACTION REQUIRED: ❑ CHANGE TRANSFORMER ❑ CHANGE SERVICE WIRE ❑ INSTALL SERVICE POLE ❑ OTHER ❑ Ditch Inspection O.K. ❑ Rough-in/cover O.K. / El O.K. to connect service /1/U• 1 a,�F Final O.K. Site Address: Permit/Re eipt No. C/w6zoz Installer: New Meters Date: /C. 7 i z 93 Notify Port An6elA City Light by Street Address and Permit Number when ready for inspection.Work must not be covered ® before inspection and O.K.for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT 70 Electrical Inspector Permit Fee WHITE—File by address YELLOW—file by number PINK—Top:Eng,Bottom,Customer GREEN—Top:Meter Dept.,Bottom:City Hall OLYMPIC PRINTERS INC. OF PORT 4HC /•emmm CITY OF PORT ANGELES ��}} LIGHT DEPARTMENT PERMIT NO. r7` 7'�//rr7'/- � ryT ELECTRICAL PERMIT DATE Site Address: 13 / E / ❑ READY FOR INSPECTION L1LL NISPEC TIFOR Installed By: License Number: Phone: Owner/Business: Phone: Owner/Business Address: Sq. Ft. ❑ Residential ❑ New Construction ❑ Overhead Heat KW ❑ Remodel ❑ Underground ❑ Baseboard ❑ Furnace/Boiler ❑ Service update/alter/repair Voltage ❑ Heatpump ❑ Other ❑ 10 ❑ 30 ❑ Commercial/Industrial load ❑ Add/alter circuits Service size Amps Total Connected load ❑ Auxiliary power ❑ Temporary (attach breakdown) (list below) Total Motor load ❑ Special equipment (attach breakdown) (list below) Details/Description: W.S. No. Service Size-Date-Hold for: ❑ Easement ❑ Letter Capacity: ❑ O.K. ❑ Not O.K. Comments ❑ Ditch inspection O.K. ❑ Signed up for service/meter ❑ Rough-in/cover O.K. ❑ Meter Department notified for installation ❑ O.K. to connect service ❑ Fire Department notified of inspection Final O.K. ❑ Plan Review approved/pending Site Address: / 3 { 6 Permit/Receipt No. cp v( Installer: New Mete Date: ® Notify the Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT.224. C NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Ins ector U Amount paid WHITE—file by address YELLOW—file by number PINK—Top:Eng,Bottom:Customer GREEN—Top:Inspector,Bottom:City Hall CITY OF PORT ANGELES FEE RECEIPT NUMBER DEPARTMENT OF LIGHT A Q��� Jg \ PERMIT NUMBER q APPLICATION AND ELECTRICAL PERMIT 1 TOTALFEE �/O 80 .�� �fJ^4 O� CONT.LIC.NO. TIMETO COMPLETE NO.STORIES LEGALOCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address $'jORRECT 7R S IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG SSES ARE CA CGEAED j Owner c-� / U�3 Installation By )o !s'C—.f=/1dG d1.1 Owner's Address`<s—l7.•>�-✓'T77 i� - Installers Address Day Phone - � Installers Phone Applicat/ion�ish[e�Bby made for Permit toinsta1l4_Electrical Equipmenttp,S ffoo OWS: Ilee U/'.f i1 � /t,/�T/ /1✓ _ /L•r�� /J ' eTj&In,- _ Wiring Method ( DP1��f f 7 . AMP 240V AMP 240V USE OF CIRCUIT 'NUMBER PER 120V 1 0 OR FEE USE OF CIRCUIT NUMBER PER 120V 1 0OR FEE CIRCUITS CIA 10 30 a• .CIRCUITS CIA 10 30 LIGHT 0 Lfr DO SIGN LIGHT -" 50 VOLTS OR LESS CONVENIENCE " - - - MOTOR' CONVENIENCE - - - - MOTOR - APPLIANCE MOTOR _ DISHWASHER v FIREALARMS - DISPOSAL BURGLARALARM RANGE MISC. OVEN WATER HEATER LAUNDRY DRYER - - REINSTALLATION LIGHT FIXTURE p FURNACE _ SUB TOTAL FEE GAS-OIL -- - - FURNACE ENERGYFEE ' ELECTRIC BASIC FEE ELECTRIC HEAT TOTALFEE it 1g0Q ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C.UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE A.W.G. SUB-TOTAL SIZE SIZE OF GROUND E OF ENTRANCE SWITCH I certify that the work to be performed uunder this permit will be done by the installer a(O� NTRACTOR ance wit .E ctricaI Code. Date Application made n ,19 v OR OWNER(OR AUTHORIZED AGENT) Permission is hereby given to,do the above described work,according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. DI CTTOO/ROF'CITY �LIGHT Date Permit Issued l r By PLANS�ED 14 Notify Department of City Light by Street Address and Permit Number when ready for inspection.Work must not ._ be covered or current turned on before inspection and O.K.for covering or service has been given by Inspector in Writing on Permit Placard. A. - Permits Phone: 4570411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK — SEE OVER — WHITE-Original CANARY Duplicate PINK-Triplicate WHITE CARD Inspector's Report REPORT OF INSPECTOR DATEOFVISIT MADEBY REMARKS Z_ C7 Q N Z F- Z_ W I I- 0 O Z O O O.K.FOR COVERING O.K.TO CONNECT SERVICE FINALO.K. o �, 9 CITY OF PORT ANGELESA op o U 6g0 FEE RECEIPT NUMBER DEPARTMENT OF LIGHT PERMIT NUMBER -APPLICATION.AND ELECTRICAL PERMIT peOf�p G . TOTAL FEE - \�'� 1A I S- I _ r \ CONT.LIC.NO. TIME TO COMPLETE NO.STORIES LEGAL OCCUPANCY 1 ELECTRICAL PERMIT ONLY O OCCUPANCY OR U ST B D UNDER I ERMIT Site Address CORRECT ADDRESS IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONTS AO ESS S A E CANCELLED � Owner Cx�s"Cia.-� f _ Installation By L �^` Owner's Address1. / — � - Installers Address � Day Phone T{$7" -4,1,67 4-- Installers Phone s� - 7 Application is hereby made for Permit to install Electrical Equipment as follows: kl Wiring Method NUMBER AMP 120V 240V __ NUMBER AMP 120V- 240V USE OF CIRCUIT CIRCUITS PER i 0 1 G OR FEE USE OF CIRCUIT CIRCUITS PER 1 1 0OR FEE CIR 30 CIR 30 LIGHT SIGN LIGHT 50 VOLTS - - OR LESS CONVENIENCE - MOTOR - CONVENIENCE MOTOR - ' - .APPLIANCE MOTOR . . - DISHWASHER _ FIREALARMS DISPOSAL BURGLAR ALARM RANGE MISC. OVEN WATER HEATER LAUNDRY DRYER - REINSTALLATION LIGHT FIXTURE k FURNACE _ _ SUBTOTALFEE _ GAS-OIL FURNACE ENERGYFEE ELECTRIC BASIC FEE ELECTRIC HEAT _ TOTALFEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C.UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS IS ERVICE A.W.G. SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permitwillbe done by the installer and in conforms ce with the N.E.C. Electrical Code. Date Application made �� ^ o� S` 19 B \ NTRACTOR OR OWNE R AUTHORIZED AGENT) Permission_is hereby given to clothe above described work,according to the conditions hereon and according to the approved plans and, specifications pertaining thereto, subject to compliance with the Ordinances of the City.of Port Angeles. , DIRECTOR OF CITY LIGHT" ti Date Permit Issued _ BY , �� PLANS APPROVED loor Notify Department of City Light by Street Address and Permit Number when ready for inspection.Work must not _ be covered or current turned on before inspection and O.K.for covering or service has been given by.lnspector.in Writing on Permit Placard. A. - Permits Phone:457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK — SEE OVER— WHITE-Original CANARY-Duplicate PINK Triplicate WHITE CARD-Inspector's Report REPORT OF INSPECTOR DATE OF VISIT MADEBY REMARKS r� 'Ano 'gme P.¢Ale L z Q ixa y 2 F z_ W F F O z O G O.K.FOR COVERING v q -v��OAII` T-�Tl/�}•/M"LPp l O.K.TO CONNECT SERVICE !/ FINAL O.K. CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N° 17316 Port Angeles, Washington-------------- -----------•----------, 19. In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to dofelectrical ork as listed below. -------- ---------------- Occupancy-----------------------------------_--------- Address Owner1cr'{ ------------- ----- Tenant.-------------------_------------------------•---•--------------- WiringContractor----------------------------------------------...............---- By---------------------------------------------------------------------- Light Outlets..............................._-._..... Service, volts .- Type of Wiring: Receptacle Outlets--------...................... No. wires -----------........................... Armored Cable............................. Dryer, KW------------------------------------------ Size wires...-................-.........-. Non-Metallic -.......-.-....-.-......--......- _ _ _ t3. G� Range, KW.-....-.-__ ....- ..................... Main fuse .. `-.........._._f ................ Knob & Tube................................ Rigid Conduit ............................... Water Heater: Enclosure ........ Metallic Tubing KW-------- -----------_------------------_. - Type of wiring: Raceway.............................. Heat: KW.................................................. Entrance Cable ----------------------------- Circuits, Light................................... -.-- Motors: vol, d siz , voanhale: Rigid Conduit ............................... Utility ....................................... y /_7-� J... .................. Metallic Tubing ....-............_........ Heat -_:C----6_r.P.................... Current transformers: Range ............................................. No. & Size....................................... Water Heater -------------------........... Ser. No............................................... Motor ..._........................................ . ........................................................... Ser. No..................................... --------------------------------------------- Dryer.......................'--..........--........--. Ser. No.............................................. Furnace........_----.................._........... TotalLoad----------------------------- I Ser.No............................................. Total ....................................... Remarks: -------- - ..t r,,• .Q -----------------------------------••---------------------•-----------------------------•------------------------------------------------------------------------------------- Permit Fee Treas. Receipti -------------------------------- ........................... B f $- - •--. No. d i-..t:/%t`''.•.'t"�„^" + Ce`-.'"'" ,.� NOTICE—Current must not be turned on until Certificate of Inspection has been issued. If work 1s to be cox• cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT AT4 17316 -...........................................................-----.....-------------------------------------------------- Date.................................... Owner ----------------------------'.............--._............._.-_........................................................... Tenant..................................................... ............... ,.._ .Wiring Contractor.............................................................:............................................................ By...........................................,........ --..-...-. s l rF NOTICE—Current must not be turned on unt cealed due notice must be given the Inspector il Certificate of Inspection has been issued. If work is to be cox- so that work may be inspected before concealment. 1M Olympic PcIatera, Inc. CITY OF PORT ANGELES LIGHT DEPARTL.IENNT ELECTRICAL PERMIT N? 15 2 31 Port Angeles, Washington....._ ..n._._._._.`_..------------------------------------- 19C '. In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby/granted tondo ele trical work as listed below. Address / 3 f G ��--------------------------------- Occupancy - - -------------------------------------- ,' , c ,<. — Owner = -------z'--------------------------------------- Tenant-------------------------------- -------------------------------------- %s WiringContractor---��=-=`-'-`-'-���--"--`---=-=---.0------------- ----------- ]3 / '2"_ Light Outlets-------------------------------_..__---- Service, volts ------------------------ Type of Wiring: Receptacle Outlets............................... rl •V No. wires ..3 —6/ rJ__J...//p Armored Cable .._--------------...._.---- Non-Metallic ..._----------------------_---- Dryer, KW................—'------ Size wires------:-----.......-'------ Knob & Tube.........-................_..... Range, KW.. .. .........__. ..__........... Main fuse .:-`?-----L. -7-ea TT Rigid Conduit --_..-.......-'....'...... Water Heater: Enclosure -------6_ /-7.r�' Metallic Tubing KW.----_._...._...----------------------------- Type of wiring: Raceway ..............._......._.......... Entrance Cable ........_... ...... Heat: RW................................................... Circuits, Light--------------------------------------- Rigid Conduit ............................... Motors: size, volts and phase: Utility ............................................. Metallic Tubing ........................... Heat ............................................... ........................................................... Current transformers: Range ............................................. Water Heater .............................. ........................................................... Ser. No.............................................. Motor ........................................................... Ser. No- Dryer......................_..........._............... ........................................................... Ser. No------------------_. -----------_--.._..__ Furnace .......................... TotalLoad............................ Ser. No.--------------------------------------------- Total ......_......__------------....._------ ',rte . . ff Remarks: --- 7 t. , i t Permit Fee Treas. Receipt /f1l , r , $-------------------------------------. NO---------------------------- By ------i...........- '+ .:c:' , ,, o_---------------------------------------`------------ NOTICE—Current must not be turned on until Certificate of Inspection bas been issued. IP work Is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N? 15231 Datecalled for inspection.............................................................._.........................................................................................-..................... Preliminary inspection dates..............................................................................................................................-...................-._.................. Inspectioncompleted_--..----................................................................................................................................. \ Total Load ...--------------"----------------------------------------------------- -----------------------------------------------------------------------_--. '� 1M 3-72 Olympic Printers, Inc. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION co 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 03-00000717 Date 7/30/03 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Tenant nbr, name . . . . AT&T WIRERLESS SERVICES Application description . . . COMM NEW CONST Subdivision Name . . . . . . Property Zoning . . . . . Application valuation . . . . 20000 Owner Contractor ________________________ ____________-_-_________ NAVAL LODGE BPOE OWNER SEBRING FL ------ Structure Information REPLACE ANTENNAS ----- Construction Type . . . . . TYPE II ONE HOUR Occupancy Type . . . . . . ASSEMBLY < 1K W/STAGE ___________ _______________ Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . REPLACE ANTENNAS Permit Fee . . . . 344.75 Plan Check Fee 224.09 Issue Date . . . . 7/30/03 Valuation . . . . 20000 Expiration Date . . 1/27/04 Qty Unit Charge Per Extension BASE FEE 92.75 L �J _-18.00 14.0000 THOU BL-2001-25K (14 PER K) 252.00 / v ________ _______________ `- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due h..� _Perm___ ____ __________ 344.75 LL Permit Fee Total 344.75 344.75 .00 .00 � Plan Check Total 224.09 224.09 .00 .00 , Other Fee Total 9.50 4.50 .00 .00 Grand Total 573.34 573.34 .00 .00 'n1\a VU Separate Permits are requir d 110electric ork,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. 61) 111 FI (-e' Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\PLANNING\FOR,14S\1102.15[4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING 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 03 - 9 / 2 INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:N ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL jU1 WALLS/ROOF/CEI ;" DRYWALL `A. T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEATPUMP WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT 4's: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT N's SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\P LANN ING\FORMS\1 102.1514/2002] 1 -� 1 tv . ISI PREPARED 10/06/03, 12:58:28 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/06/03 ------------------------------------------------------------------------------------------------ ADDRESS : 131 E 1ST ST SUBDIV: TENANT, NBA: AT&T WIRERLESS SERVICES CONTRACTOR : PHONE OWNER NAVAL LODGE BPOE PHONE (360) 457-3355 PARCEL 06-30-00-5-1-1675-0000- - APPL NUMBER: 03-00000717 COMM NEW CONST ------------------------------------------------------------------- PBRNIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 10/06/03 J BUILDING FINAL ___Coming ifrom Seattle will call in P.M.for inspection n time to meet you. James Madison ® 425-508-0097 ---- COMMENTS AND NOTES -------------------------------------- 5-20-07: 7930AMIC17Y PORT MOSLaS :8604174711 t 1/ 1 FOROPFR.IAL USC ONLY: BUILDING PERMIT - APPLICATION date Raea Ponar: 7 i FR Old COMPISISLY and i6 INK.Yew applieNian and the plu MUST U D00AWInd: COMPUM to be aeeq"W for review. Hym hart asy gnsdoar,eaR D.ee twmd / (360)417.4MS Applicmta Agaox nIa4rr is -$fl ce(- Phone: r!LJb) 22-2.7- 4643 olvser:_ ATfi T W/2�L. S S61'�✓rc rr3 r,.rc, phone: (700 2.72 7---P443 Add.: /4621, �- rra res hf #/( city: WA-FF..&— p, 3i Z— Ammuovawnaar. TR-K.. j5u6i/•1�11�� pha►e: �1j77 X45 �f U¢j Contractor. 7 D State Liceaee#: Bxp: Pbow. Addraa: City: Zip: PROJTCTADDRIM: 3/ s f /S� Sf YRa ZONING: CFP LEGALDSSatWM)N:Lot: /7110 Blom /Li Subdivision: .�/D2rnfJ�i F cLALLAM couNTY mcsL mjA LEER Cawdk Card Helder Name: Bowg CRY: Crept QTY"VISA MC /t Eegt,Date: TYPE OF WORK: SEWVALUATION: O RmidatW . O.NewContr. 0 Remf 0 Siwe SF.®S�JSF.�S 0 Me 04mm ly: 0 Addifim o Move 0 (tarage:.. SF.@ @'CommwcW. q Remodel o Demolition o DDyyceklc SF.@ t YSF. $ P Repair " 0 Sial P Ether TorAL VALUATION SZILVII.Vuv $lilf6FD1t�CRilTION O!T PHWSCT: I . . fVLRZ-tom A&I'r6WA14S q/iD 9007Z /huJo mooip6lo 'TD &XI �'rTt�rrlzr:oza rl—+r,++ce iavrzvps---� Cl Y tJ ,�u r Load Ce *uctka 1YPW //- /hw-_ No.of Let Sim: RxbdM 3%pL � /'���j'��- 8 lot txs crags-_ 'X A Ptopned Ion eovaege%-TOW lot L } 7yy� I07AL Sq Pt APPROVALS: PLANNM USS ONLY- PLAN: BLDG: DPWU: ESA/Wetlaod(s):0 Yet O No MWA Checkho ragwme D Yes 0 No Other 19HT: OTHER: BUILDING PZRNllT APPLICATION SUWlITTAL: The Rm'Idwe Dwaim as provide Yon wi0t m&ma bm m the apphation sod plop mhmdW regvutmemY ifyew ban 9aeadOm. VALUATION OF CON818U(TION: is Ad c25616 a vmb=Om Mmes be meed by dk*gWScant TI i$firme w0I be=vowed andn"beravieedbytlxBeildig6DivbmivamplyvibhgewMddmCaOW*CPmrmtCopPdb"gt417.48ISfKud . PLAN C 100 FST:1F a plan check fee is due it nate'be troI ...e I at the time the bonding pwu it WW&tkm God caw 4m phots are aetb®ttad. All edger peemt aces ere des at the tieoe of pmmit aammee RATION OF PIAN RYVIZW: Ifin pmmt is iswwd wMdo 100 dqt ofibe dale otapplice00%lbs appa"m wo aspim The Build'OfficW as extend the time Rx action by tea applicuma vp io 1p dqa upon wham requm by drc appHmd(ataSection 1078 of do Unifatm llolding Code,omra t edition). No apphe tim embe extended more dro once. l hwsby ow9Yy/sl thew road and awabW#+a appMmom and kmft arms b be Out and tmtmct/am anthafrad b yply kr lNrpetilel sed tatr6tafeW0WlllsnWm ponrblAytrtJim ' m mWpwn*ammgeW tiacAy$anatInrawoataitglcltpwv*p*rtomatlt. rW0ftWFAM%WAWl WwvwW W Appboaot: /"i0 Dow. D3 Existing *yea &e . x . !�< W Proposed R 11 Southeast Elevation Downtown Port Angeles r __, Existing May 23, 2003 P Proposed s P, RN31 Northwest Elevation Downtown Port Angeles N , EEa, Existing May 23, 2003 ,I �Yas � b $e Proposed Pp RN31 Northeast Elevation Downtown Port Angeles r ��NEEa Norris Bacho 1426 Harvard Avenue#11,Seattle,WA 98122. Tel/Fax: 206.227.4443 norris@igwt.net June 24, 2003 Mr. Roger Vess City of Port Angeles 321 East 5a' Street Port Angeles, WA 98362 RE: Building Permit Application for AT&T Wireless Services Dear Mr. Vess: Sue Roberts directed me to submit the attached application for you for your review and approval. AT&T Wireless Services is in need of updating their facility in Port Angeles. The antennas are located atop the penthouse roof of the Naval Elks Lodge at 131 East First Street. The equipment is located on the 5th floor of the building. An additional equipment cabinet is proposed to be installed in the existing equipment room. In support of obtaining a building permit to make the minor modifications, I have enclosed the _ following: U\ Two copies of the structural analysis One copy of a photo simulation of the "before" and"after"views of the site. Two sets of wet stamped and signed construction drawings. One copy of a building permit application. Thank you again for your assistance. And, thank you for faxing me a copy of the building permit application form. By the way, the construction cost valuation is $20,000.00. Please contact me at your earliest.convenience and I will forward a check to you for payment for the building permit fees. Si erely, t�" Norris Bacho O 0_�-APQR!WASH GTO N, U. S. A. TM� RENT OF COMMUNITY DEVELOPMENT DATE: July 15, 2003 To: Roger Vess, Permit Coordinator X, FROM: Sue Roberds, Assistant PlV RE: Building Permit Application- AT&T Wireless 131 East First Street The site is zoned CBD,Central Business District,and is occupied by a nonconforming pre-existing multi story structure. Telecommunication antennas exist on the roof of the structure of which the AT&T antennas are being proposed for upgrade. The proposal will not result in an increase in height but will — result in the replacement of a panel antenna with another panel consisting of three sections on the same v mounting pole. The proposal will also result in the relocation of an existing omni-directional antenna _ within a few feet of the original omni-directional antennae. The proposal will not result in an increase in the number of antennae structures and will only slightly increase in area due to upgrade of the single panel to a three panel sector but not such that the area will be negatively affected visually. No land use issues are noted but materials must be non reflective in construction. CITY OF PORT ANGELES �.� DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00000933 Date 12/09/04 Pin number . . . . . . .131392 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application description . . . ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ NAVAL LODGE BPOE SIMPSON ELECTRIC 131 E 1ST STREET 243036 W HWY 101 PORT ANGELES WA 98362 PORT ANGELES WA 98363 ( 36) 457-3355 (360) 457-9270 -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc ELEC.FIRE ALARM SYSTEM Sub Contractor HI TECH ELECTRONICS Permit Fee . . . . 213.20 Plan Check Fee Op Issue Date . . . 11/08/04 Valuation Expiration Date 6/06/05 Qty Unit Charge Per Extension (� 1.00 42.2000 EL-LOW VOLT SYS <=2500 SQFT 42.20 15.00 11.4000 EL-LOW VOLT SYS >2500 SQFT 171.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 213.20 213.20 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 213.20 213.20 .00 .00 � �A 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:\PLANNING\FORMS\1102.15(11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL 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 I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDER FLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: ESA: PARKING/LIGHTING LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION-R.W. CONSTRUCTION R.W./PW/ 417 4807 PW/ENGINEERING ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. PLANNING DEPT. 417-4750 BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15[11/14/2003] ORS' NGELES COPY ►�.,`- WASH I N G T O N, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT } October 27, 2004 Andy Simpson C/o Simpson Electric, Inc. 243036 Hwy 101 Port Angeles, WA. 98363 k Subject: 131 East 1st Street-After hour Outage Job#9823 Dear Andy: The estimated cost for labor and equipment to disconnect the power after hours is $761.88. This estimate is good for 180 days. City Light will be responsible for the following: 1) Disconnecting the service wire after hours. The owner/contractor will be responsible for the following: 1) Payment of$761.88. If the actual cost exceeds the estimated amount, there will be no further billing. If the actual cost is less than.the estimate, the difference will be refunded to you. Payment of the estimated amount will authorize the City to schedule the work. If you have any questions or concerns, feel free to contact me at 360-417-4706. Sincerell , I John G. ebner Electrical Engineering Specialist jhebner@cityofpa.us CC: James Harper,Electrical Engineering Manager Rich Kendall,Electrical Inspector Roger Vess,Permit Technician Attachments: 1 Ref: W F23942/01 321 EAST FIFTH STREET • P. O. BOX 1 150 • PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805 • FAX: 360-417-4542 • TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us IHTE-[Location Applications-CITY OF PORT ANGELES] 0dober 1,2m44 93 PM Location Applications Pro perty address: 131 E 1 ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- I�I 00000864 ELECTRICAL ONLY 9/28/09 1 PR 04 11 00000696 (COMM NEW CONST 7/30/04 PI 04 'j 00000274 PUBLIC WORKS UTILITES - 4/05/04 PI 03 00001187 �IELECTRICAL ONLY 1 - c ,l � �kSpes.#�0� - 12/14/03 PI 03 00000717COMM NEW CONST 7/24/03 PI -- - 03 00000131 �IPUBLIC WORKS UTILITES _ 10/13/03 PI mw • ORTNGELES MWASH I N G T O N, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT October 26, 2004 Ron Johnson Elks Naval Lodge#353 131 East First Street Port Angeles, WA 98362 Dear Mr. Johnson, VQ This letter is in response to our meeting on Thursday, October 21. First, I want to thank you for taking the time to meet with us. We appreciate the fact that you are (� so willing to cooperate. Second, during the meeting you asked me to grant you a limited certificate of occupancy for the Elks building. You pointed out that several of the safety improvements have already been V� completed and that, even though some work remains to be done, the building is much safer today ~ than it was at any time in the past. We agree, but the fact that some construction work is still underway creates its own problem. Additionally, you are far behind the schedule you gave to the City. You must be aware that, because some work—such as the third exit—is not complete, the occupancy of the building still must be limited. Third, I have an obligation to not unreasonably interfere with your plans and legitimate use of the building. At the same time I have a important obligation to the public at large not to permit a situation that creates unreasonable risks or hazards. In response to your specific request, after careful consideration, the City will provide a certificate of occupancy to the Elks building subject to the following conditions: I. Occupancy of the structure, excluding the independent retail spaces, is absolutely limited to 236 persons. That number is the total number of persons that may be presentIthe main Elks building at any particular time. 2. Safety must be the primary criterion in any arrangements to occupy the building. Where permitted construction work has not had final inspection approval, it is imperative that no person(s) be exposed to a situation within the structure that could be dangerous or harmful. 321 EAST FIFTH STREET • PO BOX 1 150 • PORT ANGELES, WA 98362-3206 PHONE: 360-417-4750 0 FAX: 360-417-471 1 0 TTY: 360-417-4645 E-MAIL: PLANNING a@CI.PORT-ANGELES.WA.US OR PERM ITS@CI.PORT-ANGELES.WA.US Therefore, prior to occupancy by any persons other than construction personnel, the construction areas must be clearly identified and access to them prohibited. Prior to such occupancy the Elks must notify the Building Inspector. Prior to such occupancy, the Building Inspector will approve the method of identifying construction areas and of preventing access to them. 3. Exit lighting for the rear exit must be installed and operating before any occupancy is allowed. The entire exit path must be illuminated all the way to the back alley. 4. All electrical wiring and related fixtures must be adequately covered, shielded, or otherwise sufficiently protected to prevent the possibility of an electrical fire or of a shock hazard. If possible, electricity to any circuit under repair or construction should be disconnected at the breaker. 5. The Elks Naval Lodge must continue to make diligent progress toward completion of the construction project incompliance with all applicable codes and with the plans approved by the City's Building Division. You will deliver to the Building Inspector once each week a report describing progress made and the status of the construction project. 6. Work toward a third exit must continue. The City Building Inspector and Fire Marshal must approve final inspection of the exit. 7. Should any fact, condition or circumstance change in any way that might possibly compromise life safety in the building, occupancy of the building shall immediately cease, without the requirement of a notice to that effect from the City, and you must immediately notify the City Building Inspector of the change. 8. The City may revoke the certificate of limited occupancy for the Elks building at any time . if a situation exists that is considered to be imminently hazardous. It is not the obligation of the City to supervise your compliance with these conditions. It is the Elks' obligation to comply with the conditions stated above. If at any time for any reason the Elks Naval Lodge does not satisfy all of the conditions stated above, occupancy of the building shall immediately cease, without the requirement of a formal notice to that effect from the City. As construction progresses, it may become possible for us to modify or eliminate some or all of the conditions. When you have completed construction, or an identifiable phase of construction, please notify us so we can carry out a new inspection and evaluation of the building. If you have any questions,please do not hesitate to contact us. Sincerely, Br dley . C li , Building Official 0 . Naval Elks Lodge No. 353 131 East First Street Port An-des, NVashin-ton 98362 (360) 457-3355 Lodge Meets Nava 1&oll,p en.coin I s I &3rd Thu rsdav-7:00 P.M. Clouse and Board MecLs 2nd Thursday-7:00 P.M. Brad Collins Director of the Planning Dept -D) City of Port Angeles, WA OCT - 8 M CITY OF PORT ANGELES Dept.of Community Development Dear Sir, This letter is to inform you that Ron Johnson is the designate point Of contact in reference to the Naval Elks Lodge reconstruction. Ron Johnson has been appointed committee chairman by the membership to represent Naval Elks Lodge in respect to the fire of December 9, 2003 Sincerely Jim Romiza 0 P A ORTNGELES WASH I N G T O N, U. S. A. FIRE DEPARTMENT November 30, 2004 FILE . Board of Trustees Elks Naval Lodge 131 East 151 Street Port Angeles, WA 98362 Members of the Board, First,we would like to take this opportunity to offer our congratulations for the outstanding job that has been done with the Port Angeles Elks Naval Lodge building.The building looks great, and the restoration work is truly impressive. We are very pleased that the overall outcome of the fire event has resulted in positive changes to the building. We would also like to apologize for any miscommunications that may have occurred during Cly the reconstruction process. This has been a long and interesting process for all of us, and there have been a few times along the way when we could have communicated our issues and concerns more clearly. It is our hope that you understand that throughout this time we have always tried to consider the best interests of the Elks and the entire Port Angeles community when we have weighed our decisions. U At a meeting with Ron Johnson on Monday,November 29, 2004, an option was discussed that eliminates the need for a new exiting system within the Elks building. This decision was prompted by the understanding that negotiations between the Elks and the adjoining property owner have been unsuccessful in acquiring an easement to allow for an exterior exit. In addition, it has been stated that there are inadequate insurance funds to construct an interior exiting system. In light of these barriers, the City is open to an option that utilizes the existing two exiting systems, with some enhancements to the rear stairwell. The following outlines those rear stairwell enhancements: • Conduct a performance test of the lighting in the stairwell. This test will involve cutting power so that we could judge the true effectiveness of the emergency lighting within the rear stairwell. • The removal of the security brackets from the door to the alley so that the door could never be inadvertently secured using a non-approved device. 102 EAST FIFTH STREET • PORT ANGELES, WA 98362-3014 PHONE: 360-417-4655 • FAX: 360-417-4659 • E-MAIL: PAFIRE(_ CI.PORT-ANGELES.WA.US Board of Trustees Page 2 November 30, 2004 • Upgrade all of the doors leading into the rear stairwell to fire rated doors with panic hardware. • Upgrade the doors that open from the stairwell into the mechanical room to a rated, self- closing fire door. • Evaluate the rear stairs for the application of a non-skid surface. • All openings in the rear stairwell walls filled with an approved fire-stopping material. The table below illustrates the occupant loads for the various rooms in the building using the two existing exit systems option, with the aforementioned upgrades to the rear stairwell. Room Square Footage T-Occupant Load Ballroom 4,000 300 ' Dining Room 1,702 79 Billiard Room 1,342 26 Lounge 2,650 176 Lodge Room 1,190 176 All rooms and the third floor will have posted approved occupancy signage ' The cumulative occupant load for the third floor (combining the ballroom and the dining room) cannot exceed 300. If at any time an approved third exit is provided, the occupant load for the third floor can be increased to 485. In closing,we would once again like to congratulate you on the progress that has been accomplished to date and we are pleased that the building is again up and running. If we can provide further clarification or assistance in any way, please do not hesitate to contact us. Sincerely, (D " 6-Qp_� Dan McKeen, Fire Chief Brad Collins, Building Official Port Angeles Fire Department Department of Community Development DM/cw PC: PAFD file J i nn DRAFT November 29 meeting with Ron Johnson from the Elks Naval Lodge Elks Occupant Loads ZJ Q&C?— V",6' Room Square Footage Occupant Load Ballroom 4000 (in present condition) 2� 300 (with exit upgrades)' 500 (with third exit) Dining Room 1702 793 Billiard Room 1342 26 Lounge 2650 176 Lodge Room 1190 144 fixed seats Totals using existing exits with upgrades 725 �3 1 Exit Upgrades Include: 1 7V -I Evaluate emergency lighting based upon performance test ' y Remove brackets on door to alley to ensure that door cannot be blocked inadvertently 3 Evaluate need for, and possible requirement for, non-skid surface on rear stairs i (0j Provide rated, self-closing fire door at mechanical room in rear stairway t(/ Evaluate need for panic hardware on rear stairwell entry doors Any openings into the rear stairwell must be filled with an approved rated material 2 Assumes a 36" wide third exit ~ �' . 3 The cumulative occupant load for the third floor(combining the ballroom and the dining room cannot exceed 300 > 75 / Vii I vA ,�,® ,rL r CO w �+ �� &_( - � fj � I yaF ?ORT q, 0 Al CITY OF PORT ANGELES OFFICE OF THE ELECTRICAL INSPECTOR 321 EAST FIFTH ST., P.O.BOX 1150 PORT ANGELES, WASHINGTON 98362 LIGN-( PHONE (206)457-0411, EXT. 224 a 158 PROGRESSIVE INSPECTION REPORT DO NOT CONCEAL OR DESTROY Job Name � a' Permit No. Owner Electrical Contract Location Inspection Area, quipment Inspected Action Taken Electrical Dote Inspector f. � J 1 L ,a - . CI •.• } .�.. t� ,'L. a.ir✓''--. �'. ... /K: ,. y% `% .r' , ;. 3-.! ,, "`o.. "� ,y'-"t'�;'tc`-4 I PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Elks Naval Lodge—Fire Restoration(Tenant Spaces) Address: 131 East First Plan# 04-08 1 Com ® Residential ❑ Date: 05-08-2004 We have checked this plan and find that it conforms to the requirements of our codes and ordinances with the following notations: The code data on sheet A-00 describes the building construction type as 5-N. Based upon experience with the building, it is more likely that the classification should be III-N. The plans also indicate that sprinkler and fire alarm plans should be submitted to the City of Sequim for review. Clearly, these plans shall be submitted to the City of Port Angeles. Fire extinguishers shall be provided for each of the tenant spaces. Each space shall have at least one (1) 2A-IOBC fire extinguisher mounted in an easily accessible location—preferably adjacent to an exit. Port Angeles Municipal Code requires that all new electrical wiring in the downtown core be in conduit. Each of the tenant spaces must be identified with address numerals. The numbers must be at least 6" in height and be of contrasting color from their background. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: Date: 5- (0- 09 Building Department Copy ❑ Contractor/Owner Copy 0 Fire Department Copy JUN-22-2004 10 :54 AM ANGELES PLUMBING ING 360 452 8583 P. 01 Angeles PlumbingInc. P.O. Box 1151 917 W 8th Street Port Angeles, WA. 98363 Phone: 360-452-8525 Fax: 452-8583 FAC E C ET TO FILE COMPANY NAME FAX NUMBER q f 7 -L1711 FROM Angeles Plumbing n - NUMBER OF PAGES, INCLUDING COVER SBEET Z- DATE NOTE / �l�s 1 -2 FL JUN-22-2004 10 :55 AM ANGELES PLUMBING ING 360 452 8583 P. 02 BRADFORD &WITiEe 1 Residential Through-The-Wall Gas Water Heater Features N(( V ((V Bradford White is ISO registered WI to the 9001-1994 standard. ■ Power vented for positive exhaust during main burner operetion—the TTW1 uses a specially designed assembly that blows exhaust gases directly out of the building,eliminadng the need for conventional chimneys or expensive flue -: c systems- ■ Electronic ignition system--electronic ignition eliminates the constant burning pilot used on other water heaters,This device results in savings of pilot gas during standby periods.(115V AC required to heater)Ignition system operates . ..;..a. off of 24 volts. - ■ 2"PVC,ABS&CPUC(51 mm)vent—the water heater can be vented horizontally with 2'PVC,ABS&CPVC(51 mm)for lengths up to 20 feet(6m) with(3)90°elbows.(29 equivalent feet)(8.8m)- IN 3"PVC,ABS&CPVC(76 mm)vent--can be vented horizontally with 3"PVC, ABS&CPVC(76mm)for lengths up to 85 feet(26m)with(3)90°elbows.(1 Do equivalent feet)(30.5m), to Vertical venting through the roof—the water heater can be vented through the roof at a vertical height of 20 feet(6m)when using 2"PVC,ASS&CPVC(51mm) and 40 feet(12m)when using 3"PVC,ABS&CPVC(76mm). ■ Vitralas•linin 1f r. g g--water heater tanks are protected from the corrosive effects of hot water by an exclusive ceramic porcelain-like coating.Our high silica Vitraglas• lining provides a tough Interior surface for hot water tanks. 4..., ■ Protective magnesium rod—provides added protection against corrosion for Tong trouble-free service. If Facto installed ' Factory Hydrojet Total Performance System—cold Inlet sediment •�•" - y.: reducing device.Helps prevent sediment build up In tank.Increases first hour ^.. delivery of hot water while minimizing temperature build up at top of tank ?Ia;: ■ Factory Installed dielectric waterway fittings 11 heaters equipped with special water heater nipples for longer life.No special dlelectrlc fittings to buy. ■ 1"Non-CFC foam Insulation—covers the sides and top of tank to save fuel by retarding loss of heat.Also increases jacket rigidity. ■ Fully automatic controls—fast acting surface-mount thermostat for automatic temperature control.Suitt-in energy Cut-off switch prevents abnormally high water temperature for extra safety,Combination gas valve has built-in gas pressure regulation and operates off of a 24 volt circuit. ■ Brass drain valve ■ T&P relief valve opening—all sizes have special tapping on side of tank for ease of installing relief valves. ■ Flue baffle--deslgned to maximize the amount of heat absorbed In the lower portion of tank.Reduces air movement in the water heater during standby periods to retard heat loss up the flue. ■ Six or ten year limited warranty on steel tank—heavy gauge steel automatically formed,rolled and welded to assure a continuous seam for glass lining. r. ■ Six year limited warranty on parte, ■ Design certified by AGA and CGA. MANUFACTURED UNDER ONE OR MORE OF THE FOLLOWING U.S.PATENTS;Rs. 34,534;4,416,222;4,628,184;4,669,448;4,672,919;4,808,356;4,829,983;4,861,968; 4,904,428;5,000,893:5.023,031;5,052,346;5,092,519;5,115,767;5,199,385; 5,277,171;5,341,770;5,372,185;5,485,879;5,574,622;5,596,952;5,660,165; 5,682,666.OTHER U.S.AND FOREIGN PATENT APPLICATIONS PFNDING.CURRENT CANADIAN PATENTS;1.272,914:1,286.043;1.289,832;2,112,515. M. CITY OF PORT ANGELES I1� DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION r� 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00000898 Date 10/06/04 Pin number . . . . . . .383352 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Tenant nbr, name . . . . . . ELKS Application description . . . FIRE SPRINKLER SYSTEM Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 Owner Contractor NAVAL LODGE BPOE RELIANCE FIRE PROTECTION INC. 131 E 1ST STREET 3706 AIRPORT WAY S. PORT ANGELES WA 98362 SEATTLE WA 98186 ( 36) 457-3355 (206) 682-6636 ---------------------------------------------------------------------------- Permit . . . . . . FIRE SPRINKLER COMM Additional desc . . Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 10/06/04 Valuation . . . . 0 Expiration Date . . 4/05/05 Qty Unit Charge Per Extension 1.00 .0000 ECH FIRE INSPECTION & TESTING .00 Fee summary Charged Paid Credited Due - _ Permit Fee Total .00 .00 .00 .00 A Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 �7 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. 0� Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\PLANNING\FORMS\1102.15[11/14/20031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL 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 TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. y PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15(11/14/2003] -REC O D • 3 OCT - zoo, CITY Qp pQRTANC Dept. ,,2F Dev!loPmeni W AS H I N G T O N, U. S. A. "" � r� FIRE DEPARTMENT DATE: April 1, 2004 TO: Dan McKeen, Fire Chief FROM: Ken Dubuc, Fire Marshal RE: Elks Lodge Reconstruction Dan, We have had several meetings with the architects and contractors who will be working on the Elks Lodge reconstruction project. From the beginning, we have made it clear that life safety is a primary concern of the City and should be the focus of the reconstruction effort. To that end, I have followed the PAMC and have required that the reconstructed building meet current fire alarm, fire sprinkler and exiting requirements. Based upon the information I have received, the Elks appear to be in favor of making the upgrades if they can afford them. I recognize that the situation with the Elks Lodge is a unique one and that the reconstruction is due to circumstances beyond their control. I would like to propose that since the City is requiring the upgrades to the building, we should consider lessening the financial impact upon the Elks by waiving any permit fees for the project. From the indications that I have seen to date, it appears to me that the potential key to a win-win for the City, the Elks and the community could be something as seemingly inconsequential as a waiver of the fees associated with the permitting. At the very least, I think it would be a gesture that would be greatly appreciated and well worth the minor revenue impact. If you would like, I would be happy to follow up on this. Thanks, Ken �1 `J�o� �-,��-1-, ✓n f1�.2. �Q J'ze- C�� rC cam/ PORT ANGELES FIRE DEPARTMENT 102 East 5th, Port Angeles, WA 98362 360-417-4653 Fire Sprinkler System Plan Review Project Name: Elks Naval Lodge Address: 131 E 1st Installer: Reliance Fire Protection Telephone: 206-682-6636 Type of System: 13 Wet R-3 ❑ R-1 ❑ Com El Date: June 7, 2004 Permit#04-06 We have checked this plan and find that it conforms to the requirements of our ordinance with the following exceptions: 1. Please provide protection at the top of the stairs to basement, first floor. Additionally: 1. All systems including underground mains, shall be installed by a state licensed and certified company as prescribed in WAC 212-80 and the system shall be installed as per NFPA 13. 2. All controlling valves shall be provided with tamper supervision consisting of devices that will cause a trouble alarm on the fire alarm panel and/or annunciator. 3. All electrical components shall be compatible with the fire alarm system voltage and as per Washington Administrative Codes. 4. In all occupancies that require the fire alarm zones and/or annunciation, the extinguishing system shall cause a water flow indication in conjunction with zone of origin. 5. All systems will require hydrostatic tests by the Port Angeles Fire Department prior to being covered. 6. Before final acceptance of the system, an inspection will conducted by the Port Angeles Fire Department to ensure the system installation complies with NFPA 13. ❑ Contractor Reviewed by LO Q' ❑ Building Department ❑ Fire Copy Date 7 ' my FP - 9 Page 1 of 1 �z oS 3706 Airport Way South LIANCESeattle, WA 98134 (206) 682-6636 FIRE PROTECTION Toll Free: 1-877-826-7427 RFax: (206) 682-6744 Licit RELIAFP102L 1 TRANSMITTAL LETTER TO: C t�'I �G toe) A-�✓��L�S DATE: '5ZI -6 ATTENTION: PROJECTli�S WE ARE SENDINGIEREWITH ❑ UNDER SEPARATE COVER THE FOLLOWING COPIES l " DESCRIPTION �• r4'LGCi XYOUR APPROVAL PLEASE RETURN APPROVED SET TO US [ ] CUSTOMER APPROVAL [ ] CONSTRUCTION - NO RETURN [ ] FOR YOUR REFERENCE AND FILE- NO RETURN REQUIRED [ ] PLEASE RETURN_COPIES TO US !!/74 COPY TO: VERY TRULY YOURS, G /-A4A4e4la ryJ✓ SOF P� FN CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION `v 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00000696 Date 9/02/04 Pin number . . . . . . .754664 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Tenant nbr, name . . . . . . NEXTEL Application description . . . COMM NEW CONST Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 45000 Owner Contractor - ------------------------ ----------------------- NAVAL LODGE BPOE EMERALD WIRELESS 131 E 1ST STREET 12709 268TH AVE COURT EAST PORT ANGELES WA 98362 BUCKLEY WA 98321 ( 36) 457-3355 (253) 380-4598 ------ Structure Information NEXTEL CELL TOWER ----- Construction Type . . . . . TYPE V NON-RATED Occupancy Type . . . . . . BUSINESS:OFF/PRO/MED/REST Other struct info . . . . . TOTAL % LOT COVERAGE 1.00 CONSTRUCTION TYPE V-N HARD SURFACE AREA NUMBER OF STORIES 3.00 EXISTING LOT COVERAGE 1.00 LOT SIZE 1.00 PROPOSED LOT COVERAGE 1.00 TOTAL LOT COVERAGE 1.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- M -�► Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc --� Permit Fee . . . 616.75 Plan Check Fee 400.89 Issue Date . . . . 9/02/04 Valuation . . . . 45000 Expiration Date . . 3/02/05 Qty Unit Charge Per Extension BASE FEE 414.75 20.00 10.1000 THOU BL-25,001-50K (10.10 PER K) ---- 202.00- Special Notes and Comments The Height of the new stucture may not exceed the roof V 1 hieght of the existing penthouse stucture, the stucture & antennas will be constructed of non-reflective materials. \ ' Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. ---------------------------------------------------------------------------- other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 616.75 616.75 .00 .00 Plan Check Total 400.89 400.89 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1022.14 1022.14 .00 .00 Separate Permits are required forelectrical 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 c s uction. `m ignature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\PLANNING\FORMS\1102.15(11/14/20031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORKB,EFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT- 11 BUILDING 411-4815 BUILDING T:\PLANNING\FORMS\1102.15[11/14/2003] PREPARED 12/30/04, 12:38:56 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/30/04 ------------------------------------------------------------------------------------------------ ADDRESS . : 131 E IST ST SUBDIV: TENANT, NBR: NEXTEL CONTRACTOR EMERALD WIRELESS PHONE (253) 380-4598 OWNER NAVAL LODGE BPOE PHONE ( 36) 457-3355 PARCEL 06-30-00-5-1-1675-0000- APPL NUMBER: 04-00000696 COMM NEW CONST ----------------------------— ----- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 12 30/04 JLL _ BUILDING FINAL teresa 206-510-2209 COMMENTS AND NOTES -------------------------------------- pclar.utrFOR OFFICIAL USE ONLY: BUILDING PERMIT - APPLICATION DateRec.: _o Permit#: d 29:= "■ Fill out COMPLETELY and in INK.Your application and site plan MUST BE Date Approved: COMPLETE to be accepted for review. If you have any questions,call (360)417-4815 Date Issued: Applicant or Agent:/VP.Y4r.l Qmm Gtn rr Lns ck K6f Jh 506 Phone: a D(o- -] 0--7702 Owner: N a ya l Phone: Address: /31 Erqe rsf 3f ye+ City:_Pdrf- k"s zip: Cl S 3t�k Architect/Engineer: P riOrk e y fI �si/ O r') rpu� Phone: 'laa s- �?O- Ij Contractor__ C Gc�GL W e�i' SI-18ense#:_ �� sxp: Phone , Address: I"7?6Cj;Lg p 4KA✓Q I✓f Ci : �t '�' / -- Zip: - PROJECT ADDRESS: 3 Ia !- F1, t' S r�t S ZONING: LEGAL DESCRIPTION: Lot:-/-7 P 18 Block: /Co Subdivision:Norman k. Sr» q CLALLAM COUNTY PARCEL NUMBER: Oto 3 ODD - 5/I G75 ODoo Credit Card Holder Name: 61 Zn- Billing Address: /() l)i 11yK) 2c1.NtF4-1/D City:�?rd Credit Card.Type VISA MC # Exp.Date: TYPE OF WORK: SIZEIVALUATION: ❑ Residential ❑ New Constr. ❑ Re-roof ❑ Stove SF. @$ /SF._$ L/5, DUO ❑ Multi-family X Addition ❑ Move ❑ Garage SF. @$ /SF._$ ¢� Commercial ❑ Remodel ❑ Demolition ❑ Deck SF. @$ /SF._$ ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: cea i7 r7r» D f vt4e v,rtA S O n " Dyltlnm �� " � e orn ADP o-F ►'00f• Nof tp lre_eed iia k- 4-f pevifhou-cr rI�� COMMERCIAL/RESEDENTLAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: 10hiLot Size: Existing Sq.Ft. &Proposed Sq.Ft. =TOTAL Sq.Ft. Existing lot coverage %&Proposed lot coverage %=Total lot coverage % O APPROVALS: PLANNING USE ONLY: r - — �. PLAN: - " - BLDG: DPWU: E A/Wet nd(s): ❑ Yes No SE Checklist requirea? ❑ Yes No• ' OTHER: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you.with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than once. I hereby certify that/have read and examined this application and know the same 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 req uir the City's,and that 1 must obtain such ermits prior to work. T:\FORMS\APPS\Buildingpermit.wpd Applicant: Date: �� ORTNGELES WASH I N G T ON, U. S. A. �® PUBLIC WORKS & UTILITIES DEPARTMENT August 17, 2004 Frank Wigner C/o Tetra Tech, Inc. 10545 Willows Rd NE, Ste. 110 Redmond, WA. 98052 Subject: New Service at 131 East 1St Street-NEXTEL TOWER Job#9823 Dear Frank: The estimated cost for labor and materials supplied by City Light to run electrical service Q) wire across the alley to serve your property is $195.22. This estimate is good for 180 days. C� I City Light will be responsible for the following: 1) Providing and installing the service wire. 2) Providing and installing a 120/240v meter. The owner/contractor will be responsible for the following: 1) All Required Permits (Building, Electrical, etc.) C)'1 2) Payment of$195.22. If the actual cost of construction exceeds the estimated amount, there will be no further billing. If the actual cost is less than the estimate, the difference will be refunded to you. Payment of the estimated amount will authorize the City to schedule the work. If you have any questions or concerns, feel free to contact me at 360-417-4706. -sincerely, J n G. Hebner lectrical Engineering Specialist jhebner@cityofpa.us CC: James Harper,Electrical Engineering Manager Al Oman,Electrical Inspector Roger Vess,Permit Technician Attachments:2 Ref: W F23942/01 321 EAST FIFTH STREET • P. 0. BOX 1 150 • PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805 • FAX: 360-417-4542 • TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us MKT:PNW SITE NAME:DT Port Angeles SITE#:WA0714-A COMMUNICATIONS SITE LEASE AGREEMENT(BUILDING) This COMMUNICATIONS SITE LEASE AGREEMENT("Agreement')is entered into this aPeTday of 2004 ("EffectIve Date'), by Nextel West Corp.,a Delaware corporation, d/b/a Nextel Communicat n ("Nextel" or 'Tenant')and Naval Lodge#353 B.P.O.E. of the United States of America of Port Angeles,Washington,a Washington non profit corporation,("Owner"or"Landlord'). For One Dollar ($1.00) paid to Owner, and other good and valuable consideration the receipt and sufficiency of which is hereby acknowledged,the parties hereto agree as follows: 1. Premises. Owner owns a parcel of land ("Land) and a building ("Building") located in the City of Port Angeles, County of Clallam, State of Washington, commonly known as 131 E. First Street (APN: 063000-511675). The Building and the Land are collectively referred to herein as the "Properly." The Land is more particularly described in Exhibit A annexed hereto. Subject to the provisions of Paragraph 2 below(Effective Date/Due Diligence Period), Owner hereby leases to Nextel and Nextel leases from Owner approximately one hundred ninety-eight (198) square feet of interior space in the Building and space either adjacent to or on the roof of the Building and all access and utility easements necessary or desirable therefore (collectively, the "Premises") as may be generally described in Exhibit B annexed hereto. 2. Effective Date/Due Dlllaence Period. This Agreement shall be effective on the date of full execution hereof("Effective Date"). Beginning on the Effective Date and continuing until the Term Commencement Date as defined in Paragraph 3 below("Due Diligence Period"), Nextel shall only be permitted to enter the Property for the limited purpose of making appropriate engineering and boundary surveys, inspections, and other reasonably necessary investigations and signal, topographical,geotechnical, structural and environmental tests (collectively,"Investigations and Tests")that Nextel may deem necessary or desirable to determine the physical condition, feasibility and suitability of the Premises. In the event that Nextel determines, during the Due Diligence Period, that the Premises are not appropriate for Nextel's intended use, Nextel shall have the right to terminate this Agreement without penalty upon written notice to Owner at any time prior to the Term Commencement Date. Owner and Nextel expressly acknowledge and agree that Nextel's access to the Property during this Due Diligence Period shall be solely for the limited purpose of performing the Investigations and Tests, and that Nextel shall not be considered an owner or operator of any portion of the Property, and shall have no ownership or control of any portion of the Property (except as expressly provided in this Paragraph 2), prior to the Term Commencement Date. 3. Term. The term of Nextei's tenancy hereunder shall commence upon Tenant's commencement of construction of the Tenant Facilities (as defined in Paragraph 6 below) or eighteen (18) months following the Effective Date, whichever first occurs ("Term Commencement Date") and shall terminate on the fifth anniversary of the Term Commencement Date (the"Term") unless otherwise terminated as provided herein. Tenant shall have the right to extend the Terre for five (5) successive five (5) year periods (the"Renewal Terms") on the same terms and conditions as set forth herein. This Agreement shall automatically be extended for each successive Renewal Term unless Tenant notifies Landlord of its intention not to renew prior to commencement of the succeeding Renewal Term. 4. Rent. (a) Within fifteen (15)business days following the Term Commencement Date and on the first day of each month thereafter. Tenant shall pay to Landlord as rent per month ("Rent'). Rent for any fractional month at the beginning or ame am or me 1 arm or-Keffew I erm snall De prorated. Rent shall be payable to Landlord at 131 E. First Street, Port Angeles, WA 98362;Attention: Bookkeeper. All of Tenant's monetary obligations set forth in this Agreement are conditioned upon Tenant's receipt of an accurate and executed W-9 Form from Landlord. b S. Use. From and after the Term Commencement Date, the Premises may be used by Tenant for any lawful activity in connection with the provision of communications services, and Tenant shall have the ongoing right to perform 1 CADocuments and SettingsPMinmanwty DocumenffiWexdel SASSMA0714 DT Pod Angete tAne d0csleu8ding Lease(05.17-04)RED.doc 05/25/04 1:05 PM MKT:PNW SITE NAME: DT Port Angeles SITE#:WA0714-A (i) Landlord agrees to fully cooperate, including executing necessary documentation, with Tenant to obtain information and documentation clearing any outstanding title issues that could adversely affect Tenant's interest in the Premises created by this Agreement. 0) In any case where the approval or consent of one party hereto is required, requested or otherwise to be given under this Agreement,such party shall not unreasonably delay or withhold its approval or consent. (k) Each of the parties hereto represent and warrant that they have the right, power, legal capacity and authority to enter into and perform their respective obligations under this Agreement. (1) The captions and headings in this Agreement are for Convenience only and in no way define, limit or describe the scope or intent of any provision of this Agreement. (m) All Riders and Exhibits annexed hereto form material parts of this Agreement. (n) This Agreement may be executed in duplicate counterparts, each of which shall be deemed an original. 20. Markina and LiahUna Requirements. Landlord shall be responsible for compliance with all marking and lighting requirements of the Federal Aviation Administration ("FAA") and the FCC. Should Tenant be cited because the Property is not in compliance and should Landlord fall to cure the conditions of noncompliance, Tenant may either terminate this Agreement or proceed to cure the conditions of noncompliance at Landlord's expense,which amounts may be deducted from the Rent. IN WITNESS WHEREOF,the parties have executed this Agreement as of the date first written above. LANDLORD: TENANT: Naval Lodge#353 B.P.O.E.of the United States of Nextel West Corp., America of Port Angeles,Washington ,a Washington a Delaware corporation, non profit corporation d/b/a Nextel Communications f Name: Lon Riggs Name: Mary Murdoch Title: Chairman of the Board Title: Director of Site Development, NorCal/PNW Date: 4—— ;?-6 D c- Date: Tax I.D.: 91-0142790 By: ?sem! Name: im Romiza Title: Exalted Ruler Date: G ***ALL SIGNATURES MUST BE ACKNOWLEDGED"* ***ACKNOWLEDGEMENTS ON FOLLOWING PAGE*** 8 C:SDocuments ttl and SengsWHinmanwy DocumentaWextet Sites%WA0714 DT Port Angeles%Lease docsMhAlding Lease(05-17-04)2ED.doe 05I25M4 1:05 PM SOF pORTgN�� DATE: -,9-G -G•-I `'O�RKS ANo J� TO: FIRE DEPARTMENT ❑ PLANNING DEPARTMENT ❑ PUBLIC WORKS/ENGINEERING DIVISION ❑ LIGHT DIVISION ❑ ENERGY ❑ ENGINEERING ❑ POLICE DEPARTMENT ❑ ADMINISTRATION ❑ CITY CLERK ❑ RISK MANAGEMENT FROM: PUBLIC WORKS/BUILDING DIVISION RE: ADDRESS: S NAME/CONTACT: PHONE: ? PERMIT NUMBER: 0 "-/— PROJECT "-/PROJECT DESCRIPTION: J , t� va l LG►M�_ t l� d(o NEW CONSTRUCTION ADDITION/ALTERNATION COMMENTS/CONDITIONS: / n 5GVIEW/RETURN FILE X do � Job Number:40429 Report Description:Light Hazard '� � Y ,fg�,w,_ Job Number Design Engineer 40429 GLEN HAMMOND Job Name Phone FA% ELKS NAVAL LODGE 206 682 6636 6826744 Address 1 State Cmtiflceticn/License Number 131 1ST STREET RELIAFP102L1 Address 2 AHJ PA FIRE CltyState Zip Code Job Site PORT ANGELES WA 2ND FLOOR Density Area Of Application 0.10gpm/ft2 1500.0oft2(Actual 1581.44ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 18.20 at 10.563 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 182.0oft2 10 System Pressure Demand System Flow Demand 64.432 203.12 Total Demand Pressure Result 303.12 @ 64.432 +40.500(38.6%) .......... l7 Node Flow(grim) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 2 4495.00 100.00 105.000 95.000 m Hanlroid 01 391-0 t c F -------------, 150 I , o S g g 135 + ; I - 120 O ------" —' ." I ;-------�-- g— I� �—J-------J----- J 105 Static Pressure 105.000 95.00 95.000 " ------� �O _ 90 C cfl `b' --------------- co _ 2 75 S o00 303.12 with hose streams l----;---T-------T-- 60 203.12 64.432 ---__ S 45 j-------T-------T-- Iit 30 System demand curvea ------;-----;----- VCa C + 15 + L I J.... L I I I V 0 L L a09 3501800 2250 2700 3150 3600 4050 4500 Water flow,gpm Job Number:40429 « .x x Report Description:Light Hazard x Job Number Design Engineer 40429 GLEN HAMMOND Job Name State Certification/License Number ELKS NAVAL LODGE RELIAFP1021_1 Address t qHJ 131 IST STREET PA FIRE -Address 2 Jot site 2ND FLOOR — - - -- City State Zip Code — -- - - - PORT ANGELES WA L+ vt fr , j Most Demanding Sprinkler Data Occupancy "7 5.6 K-Factor 18.20 at 10.563 Light Hazard Hose Allowance At Source Density Area Of Application 100.00 0.10gpm/ft2 1500.0oft2(Actual 1581.402) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(qpm) 10 182.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 100.00 Total Water Required(Including Hose Streams) 303.12 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 19.42 between nodes 87 and 74 Maximum Velocity Under Ground Volume Of Water In Pipes Volume Of Air In Pipes 151.12gal Hose Flow Static Residual �p Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 2 100.00 105.000 95.000 4495.00 104.932 303.12 64.432 40.500 Contractor Number Contact Name r-ontiuct Title RELIAFP1021_1 GLEN HAMMOND PROJ MGR Contractor Name Phone Extension RELIANCE FIRE PROTECTION, INC 206 682 6636 Address i FAX -----— --- 3706 AIRPORT WAY SOUTH 206 682 6744 Address 2 E-mail _ glenh@reliancefire.com City State Zlp Code Web-Site SEATTLE WA 98134 reliancefire.com � Job Number:40429 Report Description:Light Hazard Node Elevation Foot Fittings Pressure si Dischar e m 18 -- _ _-- 2'-0 T 6'-O ,Tr V-0) _ _-- 11.093 ----- -__ � 19 2'-0 T 6'-0 ,Tr 1'-O) _ 13.942 - -- -- 20 _ 0'-0 T(6'-0) _ 17.989 - -211 - -- 0'-6% 16.157 -- -- ------ --- 22 _ 2'-0 E 4'-0 15.313 -- -.__--- ----- --25 0'-0 2T 8'-0 19.693 34 2'-0 T(6'-O),Tr(1'-0) 12.263 35 2'-0 T(6'-O),Tr 1'-0 15.365 36 0'-0 T 6'-0 19.693 37 0'-6% 17.720 38 __ 2'-0 E 4'-0 _. _ 16.857 53 1'-11'/4 T(6'-O),Tr 1'-0 12.631 54 1'-11/4 I T(6'-O),Tr 1'-0 _ 15.816 55 0'-0 T 6'-0 20.185 56 0'-5% 18.217 1'-11'/4 E 4'-0 17.348 __ 66 2'-0 T(6'-O),Tr 1'-0 20.563 _67 0'-0 T 6'-0 22.048 - - 0'-6% 21.498 - -- - _-- ---6869 2'-0 E 4'-0 20.829 74 0'-0 2T 10'-0 25.756 91 -55'-0 LtE 8'-4% 63.573 - 87 -- 1'-0 PO 10'-0 38.670 ------- ----...-.-__.--- 208 1'-0 S r-10.562 10.562 18.20 210 1'-0 S r-11.095 11.095 18.65 _ 212 1'-0 S r-13.846 13.846 20.84 _ 226 1'-0 S r-11.585 11.585 19.06 _ 228 1'-0 S r-12.162 12.162 19.53 _ 230 1'-0 S r-15.145 15.145 21.79 237 0'-1 1% S r-11.923 11.923 19.34 _ 239 0'-11'/4 S r-12.516 12.516 19.81 241 0'-11% S r-15.578 15.578 22.10 ---- 250 1'-0 S r-18.053 18.053 23.79 2 -55'-0 S 64.432 203.12 Job Number 40429 Report Description:Light Hazard Pipe Type . Diameter Flow _W locity -- HWC Friction Loss------ _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len ith :-*•••••Route 1 ••••• SP 1.1090 Q=18.20 _ 6.05 C=150 0.055168 13'-5'/ Pf 0.964 208 1'-0 q=18.20 K=5.6 10.562 Spr(-10.562) 4'-0 Pe -0.434 18 2'-0 11.093 T,E(3'-0),Tr(1'-0) 17'-5'/ Pv BL 1.1090 Q=36.85 12.24 C=150 0.203484 1 T-1 Pf 2.849 18 2'-0 11.093 1' Pe 19 2'-0 13.942 Tr(1'-0) 14'- Pv BL 1.4000 Q=57.69 12.02 C=150 0.149889 5'-1'/ Pf 1.371 19 2'-0 13.942 4'-0 Pe 22 2'-0 15.313 E(4'-0) 9'-1'/ Pv -2.-0 - - ---1 15.313 --- ----- ' Pf 0.217 RN -. 1.40000 Q-57.69 12.02 -150 0.14988 1'-5 Pe 0.627 21 0'-6'/ 16.157 1'-5'/ Pv RN 1.3800 Q=57.69 12.37 C=120 0.242932 0'-6'/ Pf 1.592 21 0'-6% 16.157 6'- Pe 0.240 20 0'-0 17.989 T(6'-0) 6'-63/ Pv CM 1.6100 Q=57.69 9.09 C=120 0.114671 6'-10'/ Pf 1.704 20 0'-0 17.989 8'- Pe 25 0'-0 19.693 T(8'-0) 14'-101/ Pv CM 2.0670 Q=59.08 5.65 C=120 0.035494 130'-9'/ Pf 6.063 25 - 0,-�------- - - - 19.693 40'-0 Pe 74 0'-0 25.756 4E(5'-0),2T(10'-0) 170'-9'/ Pv CM 2.0670 Q=203.12 19.42 C=120 0.348562 18'-3'/ Pf 13.347 74 0'-0 25.756 20'- Pe -0.434 87 1'-0 38.670 2E(5'-0), PO(10'-0) 38'-3'/ Pv FR 4.3100 Q=203.12 4.47 C=120 0.009729 56'-0 Pf 0.626 87 1'-0 38.670 8'-4'/ Pe 24.278 91 -55'-0 63.573 LtE(8'-4'/A) 64'-4'/ Pv FM4.3100 Q=203.12 4.47 C=120 0.009729 46'-4'/ Pf 0.858 91 -55'-0 63.573 41'-9'/ Pe 2 -55'-0 64.432 5LtE(8'-4%),S 88'-2'/ Pv w•••••Route 2••••• SP _ 1.1090 Q=18.65 6.20 C=150 0.057735 1'-5'/ Pf 0.432 210 1'-0 q=18.65 K=5.6 11.095 Spr(-11.095) 6'- Pe -0.434 18 2'-0 11.093 T,T(6'-0) T-5'/ Pv w•••••Route 3••••• SID _ 1.1090 Q=19.06 6.33 C=150 0.060091 14'-6 Pf 1.112 226 1'-0 q=19.06 K=5.6 11.585 Spr(-11.585) 4'-0 Pe -0.434 34 2'-0 12.263 T, E(3'-0),Tr(1'-0) 18'-6 Pv BL 1.1090 Q=38.59 12.82 C=150 0.221586 13'-0 Pf 3.102 34 2'-0 12.263 1'-0 Pe 35 2'-0 15.365 Tr(1'-0) 14'-0 Pv BL 1.4000 Q=60.38 12.58 C=150 0.163089 5'-1'/ Pf 1.492 35 2'-0 15.365 4'-0 Pe 38 2'-0 16.857 E(4'-0) 9'-1'/ Pv RN 1.4000 Q=60.38 12.58 C=150 0.163089 1'-5% Pf 0.236 38 2'-0 16.857 Pe 0.627 37 0'-6% 17.720 1'-5'/ Pv RN 1.3800 Q=60.38 12.95 C=120 0.264326 0'-6'/ Pf 1.732 37----_- 0'-6% 17.720 6'-0 Pe 0.240 36 0'-0 19.693 T(6'-0) 6'-6'/ Pv CM _2.06.70 Q=58.99 5.64 C=120 0.035391 13'-10'/ Pf 0.492 36 0'-0-0 19.693 Pe 55 0'-0 20.185 13'-10'/ Pv C_ M_ _ _ _ _-_ 2_0670 Q=120.24 11.50 C=120 0.132142 14'-1'/ Pf 1.863 55 0'-0 20.185 Pe 67 0'-0 22.048 14'-1'/ Pv CM 2.0670 Q=144.03 _13.77 C=120 0.184547 10'-1'/1 Pf 3.709 67 0'-0 22.048 10'-0Pe 74 0'-0 25.756 T(10'-0) 20'-1'/ Pv w•••••Route 4••••• S_P 1.1090 _ Q=19.34 6.42 C=150 0.061709 14'-E Pf 1.142 237 0'-11'% q=19.34 K=5.6 11.923 Spr(-11.923) 4'-C Pe -0.434 53 1'-11% 12.631 T, E(3'-0),Tr(1'-0) 18'-E Pv BL 1.1090 Q=39.15 13.00 C=150 0.227542 13'- Pf 3.186 53 1'-11'% 12.631 1'- Pe 54 1'-11'% 15.816 Tr(1'-0) 14'- Pv BL ____ 1.4000 Q=61.25 12.77 C=150 0.167448 5'-1'/ Pf 1.532 54 11-11% 15.816 4'- Pe 57 11-11% 17.348 E(4'-0) 9'-1'/ Pv RN 1.4000 Q=61.25 12.77 C=150 0.167448 1'-5'/ Pf 0.242 57 11-11% 17.348 1 Pe 0.627 56 0'-5% 18.217 1'-5'/ Pv A=/1 r]MrV%A O•G1.Or)DFA Pant d � " � , 1 � Job Number:40429 Report Description:Light Hazard Pipe Type _____ Diameter_ Flow Velocity _ HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length RN 1.3800 Q=61.25 13.14 C=120 0.271390 0'-5'/ Pf 1.759 56 - ---- 0'-5'/4 18.217 6Pe 0.208 55 0'-0 20.185 T(6'-0) 6'-5'/ Pv to•••••Route 5••••• SP 1.1090 Q=19.53 6.49 C=150 0.062856 2'- Pf 0.534 228 1'-0 q=19.53 K=5.6 12.162 Spr(-12.162) 6'-0 Pe -0.434 34 2'-0 12.263 T.T(6'-0) 8'- Pv +io•••••Route 6••••• SP 1.1090 Q=19.81 6.58 C=150 0.064543 2'- Pf 0.549 239 U-11'/4 q=19.81 K=5.6 12.516 Spr(-12.516) 6'- Pe -0.434 53 1'-11'/4 12.631 T,T(6'-0) 8'- Pv Q&•••••Route 7••••• SP 1.1090 Q=20.84 6.92 C=150 0.070862 1'-5'/ PfV 0.530 212 1'-0 q=20.84 K=5.6 13.846 Spr(-13.846) 6'- e 0.434 19 2'-0 13.942 T,T(6'-0) T-5'/ v•••••Route 8••••• SP 1.1090 Q=21.79 7.24 C=150 0.076991 2'-6 Pf 0.654 230 1'-0 q=21.79 K=5.6 15.145 Spr(-15.145) 6- Pe -0.434 35 2'-0 15.365 T,T(6'-0) 8'- Pv Qo•••••Route 9••••• SP 1.1090 Q=22.10 7.34 C=150 0.079027 2'- Pf 0.672 241 01-11% q=22.10 K=5.6 15.578 Spr(-15.578) 6-q Pe -0.434 54 1'-11% 15.816 T,T(6'-0) 8,-q Pv w•••••Route 10••••• SP __ 1.1090 Q=23.79 7.90 C=150 0.090574 27'- Pf 2.944 250 1'-0 q=23.79 K=5.6 18.053 Spr(-18.053) 5'- Pe -0.434 66 2'-0 20.563 T, E(3'-0),2Tr(1'-0) 32'- Pv BL 1.4000 Q=23.79 4.96 C=150 0.029119 5'-1'/ Pf 0.266 66 2'-0 20.563 4'-0 Pe 69 2'-0 20.829 E(4'-0) 9'-1'/ Pv RN 1.4000 Q=23.79 4.96 C=150 0.029119 1'-5'/ Pf 0.042 69 --_- - 2'-0 20.829 Pe 0.627 68 0'-6'/4 21.498 1'-5'/ Pv RN_ 1.3800__ Q=23.79 5.10 C=120 0.047195 0'-6'/ Pf 0.309 68 _-- --0'-6'/4 21.498 --- 6- Pe 0.240 67 0'-0 22.048 T(6'-0) 6'-6'/ Pv 4a•••••Route11 ..... CM _ 2.0670 Q=1.39 0.13 C=120 0.000035 5'-1 Pf 0.001 36 0'-0 19.693 101- Pe 25 0'-0 19.693 T(8'-0) 15'-1 Pv Actual Inside Diameter \487 Value Of C 100 130 - 140- 150 Schedule 40 Steel Pipe Inside Diameter I =Factor Multiplying Factor 0.713 1.16 1.33 1.51 /• r i+A n 1-- .40 n,.«„cDo1n1u1b%%iv�A 7 RF 70R 05/19/2004 2-51:20PM Paqe 5 . 7 kl Job Number:40429 Report Description:Light Hazard Pipe_Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream I Total Len th AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 900 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 90°Elbow Pv Velocity pressure at a point in a pipe EE 450 ElbowEel 11%0 Elbow Eel 22Yze Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 450 FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap i1 (,KA C 0( Ar) t., G,,+MZPP1K11<Rl VR v3 7 RF 7qR 05/19/2004 2:51:20PM Page 6 Job Number.40429 Report Description:Light Hazard Node Elevation Foot) FFittings Pressure si Dischar e m ---7- -- 3'-10'/2 2T(8'-0� ----- - -- 61.086 - - ---------- -- 210 -3'-101/2 S r 53.605 15 3'-101/2 POOM) 63.204 17 -3'-10% PO 88=0) 63.261 18 -3'-10'/2 T 5'-0 62.190 226 -4'-41/2 S r 61.067 32 -2'-6'/z T 6'-0 21.010 34 -2'-6'/z T 5'-0 21.613 35- - -2'-61/2 T 6'-0 21.819 36 -2'-6'/z T 5'-0 19.124 - - -_- 39 -2'-6% T 5'-0 23.807 48 -21-61/2 PO 8'-0 44.196 60 -2'-6'/s PO 6'-0 44.303 _ 81 -2'-61/2 PO 6'-0 46.302 --- --- - - - 107 4-101/2 T�18'-7%) 65.951 --------------- - 110 -3'-101/2 65.659 111 4-101/2 T(27--1 01/2 65.609 _ __ 173 -11'-1 BFP 75.056 211 4-101/2 S r-44.203 44.203 37.23 212 -3'-10% S r-29.729 29.729 30.53 213 -3'-101/2 S r-25.962 25.962 28.53 ----,--231 -8'-3 S r-49.575 49.575 39.43 __236 2'-61/2 S r-18.090 18.090 23.82 237 2'-61/2 S r-13.065 13.065 20.24 238 -2'-61/2 S r-11.74 11.740 19.19 -----243 -2'-61/2 S r-20.104 20.104 25.11 245 -2'-61/2 S r-22.157 22.157 26.36 246 -2'-61/2 S r-17.713 17.713 23.57 247 -2'-61/2 S r-11.510 11.510 19.00 _ 248 -2'-61/2 S r-10.332 10.332 18.00 _ 268 -2'-61/2 S r-37.789 37.789 34.42 - - 269 -2'-61/2 S r-26.254 26.254 28.69 270 -2'-61/2 S r-23.233 23.233 26.99 283 -2'-61/2 S r-39.510 39.510 35.20 284 -2'-61/2 S r-27.477 27.477 29.35 285 -2'-61/2 S r-24.324 24.324 27.62 ___ 1 -4'-0 S 73.831 493.30 a r�� Job Number:40429 °'Y O ���a�-'�`3� °� Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq. Length Summary Upstream Total Length QD•••••Route 1 ••••• B_L _ _ 1.0490 Q=18.00 6.68 C=120 0.107086 11'- Pf 1.178 248 2'-6'h q=18.00 K=5.6 10.332 Spr(-10.332) Pe 247 -2'-61/2 11.510 1 V-C Pv BL 1.0490 Q=37.00 13.73 C=120 0.406084 14'4 Pf 7.614 247 -2'-61/2 q=19.00 K=5.6 11.510 Spr(-11.510) 4'-C Pe 36 -2'-6'/z 19.124 2E(2'-0) 18'-9 Pv BL 1.3800 Q=60.57 12.99 C=120 0.265815 4'-1'/ Pf 2.695 36 -2'-6'/z 19.124 U-0 Pe 35 -2'-61/2 21.819 T(6'-0) 10'-1'/ Pv BL 1.6100 Q=148.92 23.47 C=120 0.662818 3'-0 Pf 1.988 35 -2'-61/2 21.819 Pe 39 -2'-6% 23.807 S-P Pv BL 1.6100 Q=175.28 27.62 C=120 0.896048 10'-9 Pf 20.389 39 -2'-6'h 23.807 12'-0 Pe 48 -2'-61/2 44.196 E(4'-0), PO(8'-0) 22A Pv CM 2.7030 Q=175.28 9.80 C=120 0.071859 1'-5'/ Pf 0.107 48 -2'-6'/2 44.196 Pe 60 -2'-61/2 44.303 1'-5'/ Pv CM 2.7030 Q=265.39 14.84 C=120 0.154796 12'-11 Pf 1.999 60 -2'-6% 44.303 Pe 81 -2'-61/2 46.302 12'-11 Pv CM 2.7030 Q=357.57 19.99 C=120 0.268704 29'-31/ Pf 18.728 81 -2'-61/2 46.302 40'-5 Pe 0.578 111 -3'-101/2 65.609 T(18'-7'/,),E(9'-4),2LtE(6'-2%) 69'-81/ Pv FR _ 4.3100 Q=357.57 7.86 C=120 0.027699 1'-1 0 Pf 0.051 111 -3'-10'/2 65.609 Pe 110 -3'-10'/2 65.659 V-10 Pv FM 4.3100 Q=357.57 7.86 C=120 0.027699 10' Pf 0.295 110 4-10% 65.659 Pe -0.004 107 -3'-10'/2 65.951 10'-8 Pv FM 4.3100 _ Q=493.30 10.85 C=120 0.050234 63'-31/ Pf 5.978 107 -3'-101/2 65.951 55'- Pe 3.127 173 -11'-1 75.056 3LtE(8'-41/4),CV(30'-8), BFP 119'-0'/ Pv UG 4.2200 _ Q=493.30 11.32 C=140 0.041858 17'-31/ Pf 1.844 173 -11'-1 75.056 26-9'/ Pe -3.068 1 4-0 73.831 LtE(10'-01/2),E(16'-8'/+),S 44'-01/ Pv uo•••••Route 2••••• BL 1.0490 Q=19.19 7.12 C=120 0.120519 1 l'-C Pf 1.326 238 -2'-6% q=19.19 K=5.6 11.740 Spr(-11.740) Pe 237 -2'-61/2 13.065 1 V-C Pv BL 1.0490 Q=39.43 14.64 C=120 0.456813 1 l'-C Pf 5.025 237 -2'-61/2 q=20.24 K=5.6 13.065 Spr(-13.065) Pe 236 -2'-6% 18.090 1 V-0 Pv BL 1.3800 Q=63.25 13.57 C=120 0.287986 4'-1'/ Pf 2.920 236 -2'-61/2 -- q=23.82 K=5.6 18.090 Spr(-18.090) 6'-0 Pe 32 -2'-6'/2 21.010 T(6'-0) 10'-1'/ Pv BL 1.6100 Q=63.25 9.97 C=120 0.135938 4'-51/ Pf 0.603 32 -2'-6'/2 21.010 Pe 34 -2'-61/2 21.613 4'-51/ Pv BL __ 1.6100 Q=88.36 13.92 C=120 0.252321 0'-93/ Pf 0.206 34 2'-61/2 21.613 Pe 35 -2'-6'/2 21.819 0'-9'/ Pv am,•••••Route 3••••• AO 1.0490 Q=23.57 8.75 C=120 0.176318 3'-0 Pf 1.411 246 -2'-61/2 q=23.57 K=5.6 17.713 Spr(-17.713) 5'- Pe 36 -2'-6'/2 19.124 T(5'-0) 8'- Pv v•••••Route 4••••• AO 1.0490 Q=25.11 9.32 C=120 0.198228 2'-7'/ Pf 1.509 243 -2'-61/2 q=25.11 K=5.6 20.104 Spr(-20.104) 6- Pe 34 -2'-61/2 21.613 T(5'-0) 7'-7'/ Pv 4w•••••Route 5••••• AO 1.0490 Q=26.36 9.79 C=120 0.216877 2'-7'/ Pf 1.651 245 -2'-61/2 q=26.36 K=5.6 22.157 Spr(-22.157) 5'-0 Pe 39 -2'-61/2 23.807 T(5'-0) 7'-7'/ Pv c-D•••••Route 6••••• BL 1.0490 Q=26.99 10.02 C=120 0.226602 _ 13'-4 Pf 3.021 270 -2'-6'/2 q=26.99 K=5.6 23.233 Spr(-23.233) Pe 269 -2'-61/2 26.254 13'-4 Pv BL 1.0490 Q=55.69 20.67 C=120 0.865170 13'-4 Pf 11.536 269 -2'-61/2 q=28.69 K=5.6 26.254 Spr(-26.254) Pe 268 -2'-6'/2 37.789 13' Pv t ��f^� yAlh %��,� r�.��� � � 9����.'' Job Number:40429 Report Description:Light Hazard PipeTWe__, Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.3800_ _ _ Q=90.11 19.33C=120 0.554342 5' Pf 6.514 268 -2'-61/2 q=34.42 K=5.6 37.789 Spr(-37.789) 6- Pe 60 -2'-61/2 44.303 PO(6'-0) I 1,-q Pv w•••••Route 7••••• BL 1.0490 Q=27.62 10.25 C=120 0.236434 _ 13'-4 Pf 3.152 285 -2'-6'/z q=27.62 K=5.6 24.324 Spr(-24.324) Pe 284 -2'-61/2 27.477 13'-4 Pv BL _ 1.0490 _ Q=56.97 21.15 C=120 0.902538 13'4 Pf 12.034 -284 -2'-61/2 q=29.35 K=5.6 27.477 Spr(-27.477) Pe 283 -2'-61/2 39.510 13'4 Pv BL 1.3800_ Q=92.17 19.77 C=120 0.578043 5'-9 Pf 6.792 283 -2'-61/2 q=35.20 K=5.6 39.510 Spr(-39.510) 6-C Pe 81 -2'-6'/z 46.302 PO(6'-0) 11'- Pv w•••••Route 8••••• BL _ 1.0490 Q=28.53 10.59 C=120 0.251127 _ 16- Pf 3.767 213 -3'-10% q=28.53 K=5.6 25.962 Spr(-25.962) Pe 212 4-101/2 29.729 15'-0 Pv BL 1.0490 Q=59.07 21.93 C=120 0.964880 16- Pf 14.473 212 -3'-10'/2 q=30.53 K=5.6 29.729 Spr(-29.729) Pe 211 -3'-10Y2 44.203 15'-0 Pv BL _ 1.3800 Q=96.30 20.66 C=120 0.626822 15'- Pf 9.402 211 -3'-10'/2 q=37.23 K=5.6 44.203 Spr(-44.203) Pe 210 -3'-101/2 53.605 15' Pv BL _ 1.6100 Q=96.30 15.18 C=120 0.295878 _ 17'-31/ Pf 7.482 210 -3'-10'/2 K=5.6 53.605 8'_ Pe 7 -3'-10% 61.086 T(8'-0) 25'-31/ Pv BL 2.0670 Q=96.30 9.21 C=120 0.087629 9'-21/ Pf 2.122 7 -3'-10'/2 61.086 16- Pe -0.004 15 -3'-10'/2 63.204 E(5'-0), PO(lO'-0) 24'-21/ Pv CM 2.7030 Q=96.30 5.38 C=120 0.023728 2'-5 Pf 0.057 15 -3'-10'/2 63.204 Pe 17 -3'-10'/2 63.261 2'-5 Pv CM 2.7030 Q=135.73 7.59 C=120 0.044772 _ 41'- Pf 2.689 17 -3'-10'/2 63.26118'-71/ Pe 107 -3'-10'/2 65.951 T(18'-7%) 60'-0'/ Pv w•••••Route 9••••• BL 1.0490 Q=39.43 14.64 C=120 0.456819 22'-10 Pf 13.172 231 -8'-3 q=39.43 K=5.6 49.575 Spr(-49.575) 6'-0 Pe -1.680 226 4-41/2 61.067 3E(2'-0) 28'-10 Pv BL 1.3800 Q=39.43 8.46 C=120 0.120146 5'-11/ Pf 1.340 226 4-41/2 K=5.6 61.067 U-0 Pe -0.217 18 -3'-101/2 62.190 2E(3'-0) 11'-1'/ Pv BL 1.6100 Q=39.43 6.21 C=120 0.056712 10'-111/ Pf 1.076 18 -3'-10% 62.190 8'- Pe -0.004 17 -3'-10% 63.261 PO(8'-0) 18'-11'/ Pv Actual Inside Diameter 4.87 Value Of C 100 130 _ 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ` ��; y��"�u�� '/•1�a1Y1,�`e +..t� Job Number:40429 Report Description:Light Hazard Pipe Type Diameter FlowVelocity HWC Friction Loss __ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Ptpe Type Legend. _ AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 900 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 90°Elbow Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11%'Elbow Ee2 22'/20 Elbow f Flow Device FDC Fire Department Connection fE 90e FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Pl Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ',Wh Jb Number: Report Description:Ordinary G o042up 9 Jib Job Number Design Engineer 40429 GLEN HAMMOND JobName Phone FAX --- ELKS NAVAL LODGE _ 206 682 6636 206 682 6744 Address 1 State Certification/License Number 131 1ST STREET RELIAFP102L1 Address AHJ - --- PA FIRE Cdy State Zip Code JobSita -- PORT ANGELES WA 1 ST FLOOR SOUTH(RETAIL AREAS) .Sy$ tt P£ j Density Area Of Application 0.20gpm/ft' 1500.60ft2(Actual 1584.30ft2) Most Demanding Sprinkler Data Hose Streams -- 5.6 K-Factor 19.50 at 12.125 250.00 Coe Per Sprinkler Number Of Spnnklers Calculated a.00ft2 19 System Pressure Demand System Flow Demand 69.746 462.91 Total Demand Pressure Result 712.91 @ 69.746 +34.923(33.4%) Iktll Node Flow(qpm) Hose Flow(gr)m) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qt)m) 1 4495.00 250.00 105.000 95.000 Pte'Gee m t 1h��3h Occ�m� C� ° 150 ri 135 + 120 ---------- -- ------ - PStatic 105.000 v V 105 95.00 95.000 o a � 'e ' to n ° © = 790 5 712.91 with hose streams + ° + a 60f462.91 @ 69.746 0 8 � 45 C I• C 30 System demand curve (NSI -V 15 IL ++ + + 0 © A909350'8002250 2700 3150 3600 4050 4500 0 Water Flow,gpm Job Number:40429 Report Description:Ordinary Group II Job Number Design Engineer .)fib ' 40429 GLEN HAMMOND Job Name State Certification/License Number ELKS NAVAL LODGE_ RELIAFP1021-1 Address 1 AHJ 131 1 ST STREET PA FIRE Address 2 - --- Job She 1ST FLOOR SOUTH(RETAIL AREAS) City State Zip Coda PORT ANGELES WA Most Demanding Sprinkler Date Occupancy 5.6 K-Factor 19.50 at 12.125 Ordinary Group II Hose Allowance At Source DensdY _— Area O1 Application 250.00 0.20gpm/ft' 1500.00ft2(Actual 1584.30ft2) A -t oriel Hose Supplies Number Or Sprinklers Calculated Coverage Per Sprinkler Node Flow m 19 1 126.00ft2 AutoPeak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Right:69.746 Total Hose Streams 250.00 Total Water Required(Including Hose Streams) 712.91 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 28.47 between nodes 103 and 73 Maximum Velocity Under Ground 10.62 between nodes 1 and 173 Volume Of Water In Pipes Volume Or Air In Pipes 240.21 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) ( pm) (psi) ( pm) (psi) (psi) 1 250.00 105.000 95.000 4495.00 104.668 712.91 69.746 34.923 Contractor Number Contact Name ontact n e RELIAFP1021-1 GLEN HAMMOND PROJ MGR Contractor Name Phone Extension RELIANCE FIRE PROTECTION, INC 206 682 6636 Address 1 FAX 3706 AIRPORT WAY SOUTH 206 682 6744 Address 2 E-mail --— glenh@reliancefire.com City State Zip Code Web-Site SEATTLE WA 98134 reliancefire.com /e. —..rn—en r__ Q=e_._- I-- m..n,ce-inr_ ne/d nrnnne o.e n.e�naa o..,...n 141 � f €�h 4.- Job Number:40429 Report Description:Ordinary Group II Node Elevation Foot Fittings Pressure si Dischar e m 52 6'-10'/. T 8'-0 29.719 - --- - - 53 6'-10'/4 T(5--0) 23.777 - - - --- - - - 54 __ _ 6'-10'/, T 5'-0 _ 21.016 55 - 6'-10'/, T 5'-0 19.287 56 I 6-10% -T(5'-O) 17.128 57 - -10 a T 5'-0 13.768 6'-10% T 8'-0 32.145 74 6'-10% T 5'-0 24.581 75 6-10'/4 T 5'-0 20.899 6'-10'/a T 5'-0 18.410 - -- 77 6'-10% T 5'-0 16.732 --- -- - 78 6-10'/4 T 5'-0 15.248 796'-10% T 5'-0 12.934 100 6'-10% PO(18'-7% 54.543 2TC 0'-0) -_ 45.231 110 3'-10'% 62.261 ----- -- -- --- 120 6-10'/4 T 8'-0 41.548 121 6-10% T 5'-0 33.398 122 6-10% T 5'-0 29.607 -- -- - 123 6'-10'/4 T 5'-0 27.231 124 6-10% T 5'-0 24.258 125 6'-10'/4 T 5'-0 19.626 173 -11'-1 BFP 71.175 256 ---- 5'-10% S r-22.765 22.765 26.72 _-- - - 258 5'-10'/4 S r-20.158 20.158 25.14 260 5'-10'/4 S r-18.526 18.526 24.10 - 262 5'-10'/4 S r-16.489 16.489 22.74 264 5'-10'/. S r-13.321 13.321 20.44 266 1 5'-10'/, S r-12.828 12.828 20.06 - _273 1 _ 5'-10% S r-12.125 12.125 19.50 2-8-6-1 5'-10% S r-23.524 23.524 27.16 288 5'-10% S r-20.047 20.047 25.07 290 5'-10% S r-17.698 17.698 23.56 _ 292 5'-10'/4 S r-16.115 16.115 22.48 _ 295 5'-10'/4 1 S r-14.241 14.241 21.13 _ ---297----_ _ 5'-10% S r-12.356 12.356 19.68 _ 312 5'-10% Spr(-31.859) 31.859 31.61 314 5'-10'/4 S r-28.274 28.274 29.78 ------------------- 316 5'-10'/4 S r-26.028 _ 26.028 28.57 318 5'-10'/4 S r-23.220 23.220 26.98 320 5'-10% S r-18.846 18.846 24.31 322 5'-10'/4 S r-18.164 18.164 23.87 1 4-0 S 69.746 462.91 (11 n WA C o tInn I-- �11d n..�-0001nivrs Bio„'A 7 Ar 709 r1F1lQ/9Md 4.10•FQPM Pana 3 [ •� p :.'� � - �aS � � "tea.,;. Job Number NOW Zffll Report Description Ordinary Group 9 Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len th ,iio•••••Route I ..... DR _-_ 1.0490 Q=19.50 7.24 C=120 0.124177 V-0 Pf 1.242 273 5'-103/+ - - q=19.50 K=5.6 12.125 Spr(-12.125) 5'- Pe -0.434 79 6'-10-1/4 12.934 T(5'-0) 10'- Pv BL- _ _ 1.0490 Q=39_18 14.55 C=120 0.451589 5'-1'/ Pf 2.314 79 6'-103/4 12.934 Pe 78 6'-103/+ 15.248 5'-l% Pv BL 1.3800 Q=60.32 12.94 C=120 0.263790 5'-71/ Pf 1.484 78 61_10'/4 15.248 Pe 77 6'-103/+ 16.732 5'-71/ Pv BL 1.6100 _ Q=82.80 13.05 C=120 0.223741 T-6 Pf 1.678 77 6'-103/ 16.732 Pe 76 6'-103/4 18.410 T-6 Pv BL 1_6100 _ Q=106.36 16.76 C=120 0.355569 T-0 Pf 2.489 76 6'-103/4 18.410 Pe 75 6'-103/4 20.899 j T-0 Pv BL 1.6100 _ Q=131.43 20.71 C=120 0.526012 T-0 Pf 3.682 - 75 6'-103/4 20.899 Pe 74 6'-10-1/ 24.581 T-q Pv BL 1.6100 Q=158.59 24.99 C=120 0.744606 2'- Pf 7.564 74 6'-103/4 24.581 8'-0 Pe 73 6'-103/+ 32.145 T(8'-0) 10'-2 Pv CM __ 2.0670 _ Q=297.79 28.47 C=120 0.707432 8'-6 Pf 13.086 73 6'-103/ 32.145 10'-0 Pe 103 6'-103/4 45.231 T(10'-0) 18'- Pv FM 2.7030 Q=462.91 25.88 C=120 0.433243 2'-10 Pf 9.311 103 6'-103/4 45.231 18'-73/ Pe 100 6'-103/4 54.543 PO(18'-73/.) 21'-6 Pv FR 4.3100 Q=462.91 10.18 C=120 0.044660 12'- Pf 3.052 100 6'-103/4 54.543 55-9 Pe 4.666 110 4-10'/2 62.261 2T(27'-10'/2) 68'-4 Pv FM 4.3100 Q=462.91 10.18 C=120 0.044660 73'-11'/ Pf 5.791 110 4-101/2 62.261 55'- Pe 3.122 173 -11'-1 71.175 3LtE(8'-41/4),CV(30'-8), BFP 129'-81 Pv UG 4.2200 Q=462.91 10.62 C=140 0.037213 _ 17'-31 Pf 1.639 173 -11'-1 71.175 26-91 Pe -3.068 1 4-0 69.746 LtE(10'-01/2), E(16'-83/4), S 44'-0'/ Pv 4&•••••Route 2••••• DR 1.0490 Q=19.68 7.31 C=120 0.126362 6'- Pf 1.011 297 5'-10% q=19.68 K=5.6 12.356 Spr(-12.356) 2'- Pe -0.434 79 6'-103/. 12.934 E(2'-0) 8'- Pv v•••••Route 3••••• DR 1.0490 Q=20.06 7.45 C=120 0.130822 8'-6 Pf 1.374 266 5'-103/. q=20.06 K=5.6 12.828 Spr(-12.828) 2'-0 Pe -0.434 57 6-103/. 13.768 E(2'-0) 10'-6 Pv BL 1.0490 Q=40.50 15.03 C=120 0.479952 T-0 Pf 3.360 57 6-103/4 13.768 Pe 56 6-103/. 17.128 T-0 Pv BL _ __ _ 1.3800_ Q=63.24 13.56 C=120 0.287891 _ 7'-6 Pf 2.159 56 6-10% 17.128 Pe 55 6'-103/. 19.287 T-6 Pv BL 1.6100 _ Q=87.34 13.76 C=120 0.246975 T-0 Pf 1.729 55 - 6'-103/. 19.287 Pe 54 6'-103/. 21.016 T-0 Pv BL 1.6100 Q=112.48 17.73 C=120 0.394382 T-0 Pf 2.761 54 6-103/+ 21.016 Pe 53 6'-103/4 23.777 T-0 Pv BL 1.6100 Q=139.20 21.94 C=120 0.584993 2'-2 Pf 5.943 53 6'-10% 23.777 V-0 Pe 52 6'-10% 29.719 T(8'-0) 10'-2 Pv CM 2.0670_ Q=139.20 13.31 C=120 0.17325514'- Pf 2.426 52 6'-103/+ 29.719 Pe 73 6'-103/4 32.145 14'- Pv -.....Route 4••••• DR 1.0490 Q=20.44 7.59 C=120 0.135467 V-6 Pf 0.881 264 5'-10% q=20.44 K=5.6 13.321 Spr(-13.321) 6- Pe -0.434 57 6-103/+ 13.768 T(5'-0) 6- Pv ow • --Route 6..... DR 1.0490 Q=21.13 7.84 C=120 0.144090 5'- Pf 1.441 295 5'-10% q=21.13 K=5.6 14.241 Spr(-14.241) 5'- Pe -0.434 78 6'-103/+ 15.248 T(5'-0) 10'- Pv o•••••Route 6••••• A. All 7 aG 709 nx;iiQ/9nna R•9n-nlPM Pade 4 ..•w :-ry�.aas ins->,. rP;.r 21 Job Number:40429 { Report Description:Ordinary Group II Pipe Type Diameter Flow velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length D_ R 1.0490 Q=22.48 __ 8.35 C=120 0.161554 1'- Pf 1.050 292 5'-103/4 q=22.48 K=5.6 16.115 Spr(-16.115) 5-9 Pe -0.434 77 6'-10% 16.732 T(5'-0) 6'-6 Pv a►•••••Route 7••••• DR_ 1.0490 Q=22.74 8.44 C=120 0.165017 1-6.Pf 1.073 262 5'-103/4 q=22.74 K=5.6 16.489 Spr(-16.489) 5'-0 Pe -0.434 56 6'-10% 17.128 T(5'-0) 6'-6 Pv ,im••• •Route 8••••• DR _ 1.0490 Q=23.56 8.75 C=120 0.176180 1'- Pf 1.145 290 5'-103/4 q=23.56 K=5.6 17.698 Spr(-17.698) 5' Pe -0.434 76 6'-10% 18.410 T(5'-0) 6�_ Pv .ja•••••Route 9••••• DR _1.0490 Q=23.87 8.86 C=120 0.180469 8'- Pf 1.895 --------- - 322 5'-10'/4 q=23.87 K=5.6 18.164 Spr(-18.164) 2'- Pf -0.434 125 6'-10% 19.626 E(2'-0) 10'- Pv BL 1.0490 Q=48.18 17.88 C=120 0.661815 T- Pf 4.633 125 6'-103/, 19.626 i Pe 124 6'-103/4 24.258 7'- Pv BL 1.3800 Q=75.16 16.12 C=120 0.396314 7'- Pf 2.972 124 6-10% 24.258 Pe 123 6-10% 27.231 T-6 Pv BL 1.6100 Q=103.73 16.35 C=120 0.339508 T-0 Pf 2.377 123 6'-103/4 27.231 Pe 122 6-103/4 29.607 T-0 Pv BL- _ 1_.6100 Q=133.51 21.04 C=120 0.541511 T- Pf 3.791 122 6'-103/4 -- 29.607 Pe 121 6-103/4 33.398 T-0 Pv BL1.6100 Q=165.12 26.02 C=120 0.802287 2'-2 Pf 8.150 121 _ 6'-10% 33.398 8'-0 Pe 120 6'-10% 41.548 T(8'-0) 10'-2 Pv CM _ 2.0670 Q=165.12 15.79 C=120 0.237609 5'-6 Pf 3.683 120 6-10% 41.548 10'- Pe 103 6'-103/4 45.231 T(10'-0) 15' Pv +i•••••Route 10••••• DR _ 1.0490 Q=24.10 8.95 C=120 0.183791 1'- Pf 1.195 260 5'-10% q=24.10 K=5.6 18.526 Spr(-18.526) 5'- Pe -0.434 55 6'-103/4 19.287 T(5'-0) 6'- Pv Q&•••••Route 11 ..... DR 1.0490 Q=24.31 9.02 C=120 0.186721 1'-6 Pf 1.214 320 5'-103/4 q=24.31 K=5.6 18.846 Spr(-18.846) 5'-0 Pe -0.434 125 6'-103/4 19.626 T(5'-0) 6'-6 Pv .•••••Route 12••••• DR _ 1.0490 Q=25.07 9.31 C=120 0.197708 1'- Pf 1.285 288 5'-103/4 q=25.07 K=5.6 20.047 Spr(-20.047) 5'- Pe -0.434 75 6'-10% 20.899 T(5'-0) 6'- Pv .•••••Route 13••••• _DR ___ 1.0490 Q=25.14 9.33 C=120 0.198718 1'- Pf 1.292 258 5'-103/4 q=25.14 K=5.6 20.158 Spr(-20.158) 6- Pe -0.434 54 6-103/4 21.016 T(5'-0) 6'-A Pv Go•••••Route 14••••• DR 1.0490 Q=26.72 9.92 C=120 0.222379 1'- Pf 1.445 256 5'-103/4 q=26.72 K=5.6 22.765 Spr(-22.765) 5'- Pe -0.434 53 6'-103/4 23.777 T(5'-0) 6'- Pv ,iiia•••••Route15••••- DR 1.0490 Q=26.98 10.02 C=120 0.226487 1'-6 Pf 1.472 318 5'-103/4 q=26.98 K=5.6 23.220 Spr(-23.220) 5'- Pe -0.434 124 6'-103/4 24.258 T(5'-0) 6'- Pv Qo•••••Route 16••••• DR_ _._ 1.0490 Q=27.16 10.08 C=120 0.229234 1'- Pvf 1.490 286 5'-10% q=27.16 K=5.6 23.524 Spr(-23.524) 5'- e -0.434 74 6'-10% 24.581 T(5'-0) 6'- a►•••••Route 17••••• DR 1.0490 Q=28.57 10.61 C=120 0.251715 _ 1'- Pf 1.636 316 5'-10% q=28.57 K=5.6 26.028 Spr(-26.028) 5-q Pe -0.434 123 6-103/4 27.231 T(5'-0) 6,-q Pv o•••••Route 18••••• DR_ _ 1.0490 Q=29.78 11.05 C=120 0.271747 1'-6 Pf 1.766 314 5'-10% q=29.78 K=5.6 28.274 Spr(-28.274) 5'-0 Pe -0.434 122 6-103/4 29.607 T(5'-0) 6'-6 Pv -•••••Route 19••••• (A. r,nA M 0 ren I e„+CIDDIKlu,ohvQ„z 7 Ar 70a nri1a19nna 3.9n•MPM Pana F Job Number:40429 Report Description:Ordinary Group II _Pipe Type Diameter_ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary Upstream Total Length DR 1.0490 Q=31.61._ 11.73 C=120 0.303468 V-6 Pf 1.973 312 5-10% q=31.61 K=5.6 31.859 Spr(-31.859) 6- Pe -0.434 121 6'-10% 33.398 T(5'-0) 6- Pv Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 90° MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 901 Elbow EE 451 Elbow Pv Velocity pressure at a point in a pipe Eel 11'/.°Elbow Ee2 22'/2 Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle 131 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 901 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap /. n nn n i_ silk n..a cooiuwro�%/D.'1 7 Rq 70a n5/14/9M4 3.9n-nIPM Paoe 6 ( Fr" Job Number:40429 4b rib Numb Report Description:Ordinary Group II ,�• Design Engineer 40429 Job Name _ Phone FAX GLEN HAMMOND - ELKS NAVAL LODGE 1-877-826-7427 206-682-6744 Address 1 131 1ST STREET State Certification/License Number — -- — — RELIAFP102L1 Address 2 AHJ _--. PORT ANGELES FIRE City State Zip Code Job Site PORT ANGELES WA 5TH FLOOR Density _ $ _ 0.20gpm/ft' Area Of Application '&f'f Most Demanding Sprinkler Data /� Hose Streams ---- -- 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated - - 4(N o e 15.) System Pressure Demand System Flow Demand 60.825 69.63 Total Demand 169.63 @ 60.825 Pressure Result+44.151 (42.1%) Node Flow(qpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure psi) K-Factor(K) Flow(qpm) 1 4463.00 100.00 105.000 95.000 � qQ, k Glen 141 ---- ----. 150 V v ® 135 TM L) n 120 n v 105 Static Pressure 105.000 I 3.00 95.000 TT--- - I- _ 90 I1 > > 75 U a 6011 169.63 with hose streams 69.63 @ 60.825 V ® ®8m n 45 14 g 30System demand curve n g 715 0 L111111111111111.....I......... till III 083501800 2250 2700 3150 3600 4050 4500 Water flow,gpm Job Number:40429 Report Description:Ordinary Group II Ire Job Number Job - Design Engineer 40429 ——_!—.__ - GLEN HAMMOND Job Name ---- ELKS NAVAL LODGE State CarHgcabonrucenseNumber —. — ----- --- RELIAFP102L1 Addresst ---------_-- -- AHJ 131 1 ST STREET ___ __ PORT ANGELES FIRE Address 2 — Job Site -- --- — -- --. --- 5TH FLOOR City PORTANGELES WA },c Most Demanding Sprinkler Data Occupancy 5.6 K-Factor 14.82 at 7.000 Ordinary Group II Hose Allowance At Source Density Area OfA 1 00,00 pplication __ __—_- 0.20gpm/ft2 1500.00ft2(Actual 180.87ft2) Addiuonal Hose Supplies Number Of Sprinklers Calculated -- --- Coverage Per$Dllnkler Node Flow(qpm) 4(NOT ENOUGH! Should be 15.) 100.00ft2 ------------------------ AutoPeak Results:Pressure For Remote Ares(s)Adjacent To Most Remote Area - _-- Total Hose Streams 100.00 Total Water Required(including Hose Streams) 169.63 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.23 between nodes 3 and 102 Maximum Velocity Under Ground -- Volume Of Water In Pipes Volume Of Air In Pipes 133.05gal REM Node Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin (gpm) (psi) (psi) (gpm) (psi) ( pm) (psi) (psi) 1 100.00 105.000 95.000 4463.00 104.976 169.63 60.825 44.151 A - Contractor Number Contact"'n'". - anted e RELIAFP1021-1 GLEN HAMMOND PROJ MGR Contractor Name Phone -- RELIANCE FIRE PROTECTION, INC 206 682 6636 Extension Address t 3706 AIRPORT WAY SOUTH F 206 682 6744 nddrees z E-mail _ glenh@reliancefire.com City State Zip Code Web-Site - ----- - SEATTLE WA 98134 reliancefire.com Job Number:40429 Report Description:Ordinary Group II Node I Elevation Foot Fittings Pressure(psi) Discharge(qpm) ----— --' 1'-3'/s T 5'-0 11.605 3 23 0'-0 P010'-0 29.724 - --- -- -___ ----_ - - 48 � - 0'-0 2T 8'-0 _ ----- - ---- - 28.536 101 --- - -- - 2 S r-7.000 7.000 14.82 102 1'-3Ys S r-7.598 7.598 15.44 - - 105 1'-3'/x S r-11.763 11.763 19.21 — - 111 1'-3'/P S r-12.971 12.971 20.17 - 1___ -71'-0 S 60.825 69.63 - -- Hydraulic'An�►:lysis » ' -' Job Number:40429 Report Description:Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th ,A*•••••Route 1 ••••• BL 1.0490 Q=14.82 _ 5.50 C=120 0074703 8.- 0.598 0.598 101 1'-3'/z q=14.82 K=5.6 7.000 Spr(-7.000) pe 102 1'-31/2 7.598 Pv BL 1.0490 Q=30.25_ 11.23 C=120 0.279814 9'-3'/ Pf 4.007 102 1'-3'h_ - - q=15.44 - --K=5.6 7.598 Spr(-7.598) 5'- Pe 3 1 11.605 T(5'-0) 14'-3'/ Pv _CM___ -_ 1..610610 0 Q=30.25 4.77 C=120 0.034738 4'-6'/ Pf 0.159 3 1'-3'/2 - - 11.605 Pe 105 1'-3'/2 11.763 4'-6'/ Pv _CM 1.6100 Q=49.46 7.79 C=120 0.086250 14:Pe Pf 1.208 105 l'-31/2 q=19.21 K=5.6 11.763 Spr(-11.763) 111 1'-3/2 12.971 14Pv - . CM 1.6100 Q=69.63 1097 _ C=120 0.162387 _ 68'-4'/ Pf 15.005 ...111 -- 1'-3'/z - - q=20.17 K=5.6 12.971 Spr(-12.971) 24'-0 Pe 0.560 48 0'-0 28.536 2T(8'-0),2E(4'-0) 92'-4'/ Pv CM_ 2.0670 Q=69.63 6.66 C=120 0.048093 9'-8// Pf 1.188 48 ---- 0'-0 28.536 15'-q Pe 23 0'-0 29.724 E(5'-0), PO(jO'-0) 24'-8Y Pv FR _ 4.2600 Q=69.63 1.57 C=120 0.001421 131'-C Pf 0.321 -23 0'-0 29.724 94'-9'/ Pe 30.780 1 -71'-0 60.825 12LtE(T-10'/.),S 225'-9'/ Pv Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Or I �•�^4 .�'. Job Number:40429 Report Description:Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len th ! ; I IffM, AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 900 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground pe Pressure due to elevation difference between indicated points E 901 Elbow Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11%'Elbow Ee2 22'/�Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIOV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap Job Number:40429 i Report Description:Light Hazard dib` Job Number Design Engineer 40429 GLEN HAMMOND —--- -- - Job ame Phone �FAX ELKS NAVAL LODGE 206 682 6636 206 682 6744 Address 1 State Certification/License Number 131 1 ST STREET RELIAFP102L1 Address 2 - -- - AHJ ------ - PA FIRE City ---_ -- -j State Zip Code Job Site — -- PORT ANGELES WA 1ST FLOOR NORTH �_ ,ni l Density Area Of Application mommmma0 10gpm/ft2 1500.00ft2(Actual 1546.51ft2) -- - - _ Most Demanding Sprinkler Data Hose Streams - 5.6 K-Factor 15.40 at 7.563 250.00 Go e Sprinkle, Number Of Sprinklers CalculateMd .00ft2 17 System Pressure Demand System Flow Demand - - 92.565 361.48 Total Demand ----.. Pressure Result X611.48 @ 92.565 +12.185(11.6%) Node Flow(qpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 4495.00 250.00 105.000 95.000 p otection,ihc, t<e _ 'ertificA� Levet 6 Of 3 ^ arm nonct 5141 - ---- ---- o------------------- 150 fjODe e ------------------------- 135 + 1201TF ---- 105 Static Pressure 105.000 • V V 8 Q 611.48 with hose streams 5.00 95.000 < o C Z 90 °pD L 361.48 @ 92.565 6 = 75- n + n in +CY ® } U a 60 =V n 45 System demand curve ZZ I C I C 30 C /DN 15 r ++ + + ° ((LL99 0 45o0g3501800 2250 2700 3150 3600 4050 4500 0 Water flow,gpm Job Number:40429 Report Description:Light Hazard 7� I Job Number Design Engined 40429 GLEN HAMMOND Job Name State Certification/License Number -- ---- ----- ELKS NAVAL LODGE RELIAFP1021-1 AHJ 131 1 ST STREET PA FIRE Aden::z -"-- JOD Site ---"--" "- — 1ST FLOOR NORTH City -- PORT ANGELES Most Demanding Sprinkler Data Occupancy 5.6 K-Factor 15.40 at 7.563 Light Hazard Hose Allowance At Source Density Area Of Application -- 250.00 0.10gpm/ft2 1500.00f12(Actual 1546.51ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 17 140.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 Total Water Required(Including Hose Streams) 611.48 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 34.56 between nodes 103 and 33 Maximum Velocity Under Ground 8.29 between nodes 1 and 173 Volume Of Water In Pipes Volume Of Air In Pipes 240.21 gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) ( pm) (psi) (psi) 1 250.00 105.000 95.000 4495.00 104.750 611.48 92.565 12.185 Contractor Number ontacl ame ontact Title--- RELIAFP1021-1 GLEN HAMMOND PROJ MGR Contractor Name Phone Extension ass FIRE PROTECTION, INC 206 682 6636 Address t FAX - - ----- 3706 AIRPORT WAY SOUTH 206 682 6744 Address 2 —E ——""_— - -- glenh@reliancefire.com City State Zip Code Web-Site -- —" -- - SEATTLE WA 98134 reliancefire.com Job Number:40429 � Cilkl addt`' f... . '', � Report Description:Light Hazard Node Elevation Foot Fittin s Pressure(psi) Dischar e m 5 6-10% T 8'-0 19.946 8 6'-10'/, T(8'-OL _ 20.228 9__ 6-10% T 5'-0 14.324 10 6'-10% T 5'-0 14.457 - -- - -- - ___ 11 _ 6-10'/. T 5'-0 17.868 12 6'-10% T 10'-0 20.467 - --- - 33 _ _ 6-10% T 8'-0 28.490 -100 6'-10% PO 18'-7% 81.211 - -- 103 6-10% 2T 10'-0 75.318 110 -3'-10'% 87.809 173 -11'-1 BFP 94.596 201 ____ 6'-10'/a S r-8.039 8.039 _ 15.88 202 6'-10% S r-9.227 9.227 17.01 203 6'-10% S r-13.800 13.800 -20-.80--- 204 0.80204 6-10% S r-16.777 16.777 22.94 214 6'-10% S r-18.384 18.384 24.01 215 6'-10'/. S r-16.722 16.722 22.90 _ 216 6'-10% S r-15.054 15.054 21.73 218 6'-10% S r-13.566 13.566 20.63 219 6-10% S r-16.937 16.937 23.05 220_ 6'-10'/+ S r-7.563 7.563 15.40 221 _ 6'-10% S r-8.293 8.293 16.13 _ _ 222 -6-10'/. S r-11.111 11.111 18.67 _ 223 6'-10% S r-12.871 12.871 20.09 --- - - 224 ! 6'-10% S r-13.561 13.561 20.62 _ 239 6'-10% S r-25.949 25.949 28.53 _ 240 6'-10'/, S r-23.656 23.656 27.24 241 6-10% S r-21.350 21.350 25.88 1 -4'-0 1 S 92.565 361.48 .. ,,... ---- --- •- - - ---" ..� ,...,...,. .,.,,,.,ter... o......� .- F. A, :... Job Number:40429 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC _ Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length i Summary Upstream Total Length� «�•••••Route I ..... BL 1.0490 Q=15.40 5.72 C=120 0.080240 9'-1'/ Pf 0.731 -------------------- 220 6'-101/A q=15.40 K=5.6 7.563 Spr(-7.563) Pe 221 6'-101/A 8.293 9'-1'/ Pv BL 1.0490-_ Q=31.53 11.70 C=120 0.302019 9'-4 Pf 2.817 221 6'-10% q=16.13 K=5.6 8.293 Spr(-8.293) Pe 222 6'-10% 11.111 9'-4 Pv BL _ 1.3800 Q=50.19 10.77 C=120 0.187773 _ 9'-4'/ Pvf 1.760 222 6'-10% q=18.67 K=5.6 11.111 Spr(-11.111) e 223 6'-10% 12.871 9'-4'/ BL 1.6100_ Q=70.28 11.08 C=120 0.165231 8'-9'/ Pf 1.453 223 6'-10% q=20.09 K=5.6 12.871 Spr(-12.871) Pe 9 6'-10% 14.324 8'-9'/ Pv BL 1.6100 Q=90.91 14.33 C=120 0.265973 0'-6 Pf 0.133 --9 - 6'-10% 14.324 Pe 10 6-10% 14.457 0'-6 Pv BL _ 1.6100 Q=111.53 17.58 C=120 0.388239 8'-9'/ Pf 3.411 - --- - - --- -- - 10 6'-101/. 14.457 Pe 11 6-10% 17.868 8'-9'/ Pv BL 2.0670 Q=134.58 12.87 C=120 0.162761 5'-111/ Pf 2.600 11 6'-10% 17.868 1 U-0 Pe 12 6'-10% 20.467 T(10'-0) 15-111/ Pv _CM______ 2.0670 Q=279.85 26.76 C=120 0.630588 12'-81/ Pf 8.023 12 6'-101/A 20.467 Pe 33 6'-10% 28.490 12'-81/ Pv CM_ 2.0670 Q=36.1.48 34.56 _ C=120 1.012540 36'- Pf 46.828 33 6'-101/. 28.490 10'- Pe 103 6'-10% 75.318 T(10'-0) 46' Pv FM 2.70.30 Q=361.48 20.21 C=120 0.274176 __ 2'-1 Pf 5.893 103 - -----6'-1-101/+ 75.318 18'-71/ Pe 100 6'-10% 81.211 PO(18'-7%) 21'-6 Pv FR 4.3100 Q=361.48 7.95 C=120 0.028263 12'- Pf 1.931 100 6'-101/. 81.211 56- Pe 4.666 110 -3'-10'/z 87.809 2T(27'-10'/s) 68' Pv FM4.3100 Q=361.48 7.95 C=120 0.028263 73'-11% Pf 3.665 110 _ T-10'/z 87.809 56- Pe 3.122 173 -11'-1 94.596 3LtE(8'-4%),CV(30'-8), BFP 129'-8'/ Pv UG_ _ - 4.2200 Q=361.48 8.29 C=140 0.023550 17'-3'/ Pf 1.037 - -- 173 -11'-1 94.596 26'-9'/ Pe -3.068 1 4-0 92.565 LtE(10'-0'/:), E(16'-8%),S 44'-0'/ Pv 4&•••••Route 2••••• BL 1.0490 _ Q=15.88 5.89 C=120 0.084903 14'-C Pf 1.189 201 6'-10% q=15.88 K=5.6 8.039 Spr(-8.039) Pe 202 6-10% 9.227 14'-C Pv BL 1.0490 Q=32.89 12.21 C=120 0.326590 14'-C Pf 4.572 202 6'-101/. q=17.01 K=5.6 9.227 Spr(-9.227) Pe 203 6'-101/. 13.800 14'-C Pv BL 1.3800 Q=53.69 11.52 C=120 0.212697 14'-C Pf 2.978 203 6'-101/+ q=20.80 K=5.6 13.800 Spr(-13.800) Pe 204 6'-10% 16.777 14'-0 Pv BL - _ 1.6100 Q=76.63 12.08 C=120 0.193881 8'-4 Pf 3.168 204 - --6'-10% q=22.94 K=5.6 16.777 Spr(-16.777) 8'-0 Pe 5 6'-10% 19.946 T(8'-0) 16'-4 Pv CM2.0670 Q=76.63 7.33 C=120 0.057421 4'-11 Pf 0.282 5 6'-10% 19.946 Pe 8 6'-10% 20.228 4'-11 Pv CM2.0670 Q=145.27 13.89 C=120 0.187480 1'-3'/ Pf 0.239 8 6'-10% 20.228 Pe 12 6-10% 20.467 1'-3'/ Pv a•••••Route 3••••• AO1.0490 Q=20.62 7.66 C=120 0.137723 7- Pf 0.895 224 6'-101/. q=20.62 K=5.6 13.561 Spr(-13.561) e 10 6'-10% 14.457 T(5'-0) v coo•••••Route 4••••• A_ O __ 1.0490 Q=20.63 7.66 C=120 0.137765 0'- Pf 0.758 218 6'-101/A q=20.63 K=5.6 13.566 Spr(-13.566) 5'- Pe 9 6-10% 14.324 T(5'-0) .•••••Route s••••• BL_ 1.0490 Q=21.73 8.07 C=120 0.151686 11'-0 Pf 1.669 216 6'-101/. q=21.73 K=5.6 15.054 Spr(-15.054) 1 Pe 215 6-10% 16.722 11'- Pv Job Number:40429 Report Description:Light Hazard _Pipeype Diameter _ Flow _Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len th SL1.3800 Q=44.63 9.57 C=120 0.151080 _ 11'- Pf 1.662 -215- - - - 6'-10%--- q=22.90 K=5.6 16.722 Spr(-16.722) Pe 214 6-10'/, 18.384 11'- Pv BL 1.6100 Q=68.64 10.82 C=120 0.158148 3'-8 Pf 1.844 214 6'-10'/< q=24.01 K=5.6 18.384 Spr(-18.384) 8�_ Pe 8 6'-10'/, 20.228 T(8'-0) 11'- Pv Go•••••Route 6••••• AO _ 1.0490 Q=23.05 8.56 C=120 0.169164 0'- Pf 0.930 219 6-10% q=23.05 K=5.6 16.937 Spr(-16.937) 5' Pe 11 6'-10'/. 17.868 T(5'-0) 5'- Pv Q& •Route7•• BL 1.0490 Q=25.88 9.61 C=120 0.20956811'- Pf 2.305 241 6'-10'/, q=25.88 K=5.6 21.350 Spr(-21.350) Pe 240 6'-10'/, 23.656 11'- Pv BL - 1.3800 Q=53.11 11.39 C=120 0.208476 11'- Pf 2.293 240 6'-10'/. q=27.24 K=5.6 23.656 Spr(-23.656) Pe 239 6'-10'/. 25.949 11'- Pv BL 1.6100 Q=81.64 12.87 C=120 0.217982 3'4 Pf 2.541 239 6-10'/, q=28.53 K=5.6 25.949 Spr(-25.949) 8'_ Pe 33 6'-10'/, 28.490 T(8'-0) 1 l'-E Pv r Actual Inside Diameter 4.87 FValue Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = actor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 900 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 90°Elbow Pv Velocity pressure at a point in a pipe EE 451 Elbow Eel 11'/:Elbow Ee2 22'/x°Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee 9 Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �. .�.. n�.r. ;pflfl• '..�.. .ui.c�..e�..n nr inn nc/fin/nnnl n.4..4 nl'1\• i'f...... C ���Il:ydlrauli�c �► rviu ` Job Number:40429 Report Description:Light Hazard Jab Job Number Design Engineer 40429 GLEN HAMMOND Job Name ELKS NAVAL LODGE Phone — --- -- 206 682 6636 _____--T206 682 6744 Address I State Certification/License Number --— --— 131 1 ST ST RELIAFP102L1 Address 2 AHJ '------- - -- --- PA FIRE City State Zip Code Job PORT ANGELES WA BASEMENT FLOOR PIPING SysDensity Area Of Application _ 0.10g_pm/ft2 1500.00ft'(Actual 2255.75ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 18.00 at 10.332_ 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 182.00ft2 18 System Pressure Demand -- ---- -- --- - - — — System Flow Demand 73.831 _ 493.30 Total Demand ---- Pressure Result 743.30 @ 73.831 +30.811 (29.4%) Node Flow(qpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 4495.00 250.00 105.000 95.000 �e Corbfic,,, ya y\s teal �, Ind 141 t 150 C� D -------------------------, TTT D ® 135 ° ® 120 +' Static Pressure 105.000 105 o _ o ;zzA 95.000 95.000 90 --sei o £zs e T 75 743.30 with hose stream Tj I® a F y -- ' a 60 493.30 73.831 - ----------- - n 45 I' c 30 Ei-Systern demand curve 15 L±L0 0 013501800 2250 2700 3150 3600 4050 4500 Water flow,gpm .... _ <..,a,.,. �,��` ...����� �"•�. Job Number.40429 7 Report Description:Light Hazard Joh Number Design dab Engineer GLEN HAMMOND Job Name State Certiflcation/License Number ELKS NAVAL LODGE RELIAFP102L1 Address 1 AHJ -- 131 1 ST ST PA FIRE -Address 2 -- --_ Job Site — — --_-- BASEMENT FLOOR PIPING City State Zip Code — PORT ANGELES WA Most Demending Sprinkler Data Occupancy vt 5.6 K-Factor 18.00 at 10.332 Light Hazard Hose Allowance At Source Dens lt Y Area Of Application 250.00 0.10gpm/ft2 1500.00ft2(Actual 2255.75ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(qpm) 18 182.0oft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 Total Water Required(Including Hose Streams) 743.30 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 27.62 between nodes 48 and 39 Maximum Velocity Under Ground 11.32 between nodes 1 and 173 Volume Of Water In Pipes Volume Of Air In Pipes 240.21 gal Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 250.00 105.000 95.000 4495.00 104.642 743.30 73.831 30.811 Contractor Number 777FAX ne am Contact Title RELIAFP102L1 GLENeHAMMOND PROJ MGR Contractor Name ne Extension RELIANCE FIRE PROTECTION, INC 06 682 6636 nears a ii 3706 AIRPORT WAY SOUTH 06 682 6744 Address 2 E-mall glenh@reliancefire.com City State Zip Code Web-Site SEATTLE WA 98134 reliancefire.com Job Number:40429 Design EngineerReport Description:Ordinary Group I �`" 40429 GLEN HAMMOND Job Name FAX ELKS NAVAL LODGE -------------- 1 877 826 7427 2066826744 Address 1 -_--- _ — — -- _ State Ce rtification&icense Number ----'--- 131 1ST STREET RELIAFP1021-1 ----- — Andres:z -- AHJ PORT ANGELES FIRE DEPT City smte rp toes Job Site - PORT ANGELES WA 3RD FLOOR Density AZ j 0.15gpm/ft2 Area Of Ap lication 500POOft2(Actual 1504.13ft2) Most Demanding Sprinkler Data Hose Streams — 5.6 K-Factor 20.00 at 12.755 250.00 Coverage Per Sprinkler Number O/Sp rinklers Calculated ----'" - 140.00ft2 -- - --- 12 System Pressure Demand System Flow Demand "--- --'- 79.264 --- - 277.13 Total Demand Pressure Result 527.13 @ 79.264 +25.544(24.4%) Node Flow(qpm) Hose Flow(gr)m) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 2 4463.00 250.00 105.000 95.000 3 9-5 150 ------------------------ I 0 0 ® F1 135 ac , c 120 8i < C ® ° 105-FStaticessure 105.000 3.00 95.000 V C 90 8 j a 527.13 with hose streams 75 ----�-- -�- --�- N 277.13 @ 79.264 a 60 0 45 System demand curve 30 v C ] C 15 L..................... 0 0 W93501800 3501800 2250 2700 3150 3600 4050 4500 Water flow,gpm 141 Job Number:40429 Report Description:Ordinary Group I ,job T a i Job Number Design Engineer 40429 ___ GLEN HAMMOND Job Name State Certification/License Number ----- -- - - ELKS NAVAL LODGE RELIAFP1021-1 Address 1 AHJ 131 1 ST STREET PORT ANGELES FIRE DEPT Address 2 Job Stte - - 3RD FLOOR City State Zip Code ------ PORT ANGELES WA rJ�Ru" i: x Most Demanding Sprinkler Data Occupancy K-Factor 20.00 at 12.755 Ordinary Group I Hose Allowance At Source -- _ Density Area Of Application 250.00 — 0.15gpm/ft2 1500.00ftz(Actual 1504.13ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 12 140.0 f12 A--,Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 250.00 Total Water Required(Inducting Hose Streams) 527.13 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 26.50 between nodes 31 and 35 Maximum Velocity Under Ground Volume Of Water In Pipes Volume Of All In Pipes 142.57gal F&IIIIA Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (9pm) (psi) ( pm) (psi) (psi) 2 250.00 105.000 95.000 4463.00 104.808 527.13 79.264 25.544 Contractor Number Contact Name ontact d e RELIAFP102L1 GLEN HAMMOND PROJ MGR Contractor Name Phone Extension RELIANCE FIRE PROTECTION, INC 206 682 6636 AEdress 1 ----- FAX -- ---- 3706 AIRPORT WAY SOUTH 206 682 6744 Address 2 E-mail ------- glenh@reliancefire.com City State Zip Coda Web-Site liancef --- SEATTLE WA 98134 reire.com F ; I a r,N_�� ,,,,��,••� �, �?�,�• Job Number:40429 Report Description:Ordinary Group I Node Elevation Foot Fittings Pressure si Dischar e m 6-0 29.363 6 1'-0 E T-0 24.964 - 10 __ 0'-0 2T 10'-0 30.259 19_ 0'0 T(6--0) 30.056 20 1'-0 E T-0 25.566 _ 27 _ 0'-0 T(6--0) 30.898 28 1'-0 E T-0 26.307 310'-0 P010'-0 57.957 35 -- 0'-0 2T(10'-0) 44.125 105 1'-0 S r-12.755 12.755 20.00 _ - 106 1'-0 S r-14.002 14.002 20.95 --- ---- - 107 1'-0 S r-18.699 18.699 24.22 108 1'-0 S r-21.565 21.565 26.01 - 119 1'-0 S r-13.076 13.076 20.25 120 _ 1'-0 S r-14.352 14.352 21.21 121 1'-0 S r-19.157 19.157 24.51 - - -- 122 1'-0 S r-22.089 22.089 26.32 -- _128 1'-0 S r-13.471 13.471 20.55 129 1'-0 S r-14.783 14.783 21.53 130 1'-0 S r-19.722 19.722 24.87 _ 131 1'-0 S r-22.735 22.735 26.70 - 2_ -40'-0 S 79.264 277.13 -- - ---- II -sem.- .. xi0s� Job Number:40429 Report Description:Ordinary Group I -Pipe Tye Diameter _ Flow _ Velocity HWC _Friction Loss ___ Length Pressure Downstream Elevation Discharge -K-Factor Pt Pn Fittings �Eq.Length Summary Upstream Total Length .....Route1 ••- BL _1.0490 Q=20.00 7.42 C=120 0.130131 9'- Pf 1.247 105 1'-0 q=20.00 K=5.6 12.755 Spr(-12.755) i pe 106 1'-0 14.002 9._ Pv BL 1.049_0_ __ Q=40.95 _ 15.20 C=120 0..4(0053 9'- Pf 4.696 106 1'-0 q=20.95 K=5.6 14.002 S r-14.002) I Pe 107 1'-0 18.699 9'-T Pv BL _ 1.380.0_ Q=65.17 13.98 C=120 0.304393 9'-5 Pf 2.866 107 1'-0 q=24.22 K=5.6 18.699 Spr(-18.699) -- -- Pe 108 1'-0 21.565 9._0 Pv BL 1.3800 Q=91.18 19.56 C=120 0.566523 _ 3'- Pf 3.399 108 1'-0 q=26.01 K=5.6 21.565 Spr(-21.565) 3'_ pe 6 1'-0 24.964 E(3'-0) 6'- Pv RN 1.3800 Q=91.18 19.56 C=120 0.566523 1'- Pf 3.966 6 1'-0-0 24.964 6'- Pe 0.434 5 0'-0 29.363 T(6'-0) 7_ Pv CM2.0670 Q=91.18 8.72 C=120 0.079199 _ 1'-3'/ Pf 0.895 5 - 0'-0 29.363 10'-q Pe 10 0'-0 30.259 T(10'-0) 11'-3'/ Pv CM 2.0670_ Q=119.23 11.40 C=120 0.130094 76'- Pf 13.867 -1 - -- 0'-0 30.259 --- 30'- Pe 35 0'-0 44.125 2E(5'-0),2T(10'-0) 106' Pv CM 2.0670 Q=277.13 26.50 C=120 0.619293 7'- Pf 13.832 35---- 0'-0 44.125 15'- Pe 31 0'-0 57.957 E(5'-0), P0(1 0'-0) 22'- Pv FR_ 4.2600 - Q=277.13 6.24 C=120 0.018297 98'- Pf 3.962 31 0'-0 57.957 118'- Pe 17.345 2 -40'-0 79.264 9E(13'-2), S 216'-6'/ Pv �•••••Route 2••••• BL _ 1.0490 Q=20.25 7.52 C=120 0133155 9'- Pf 1.276 119 1'-0 q-20.25 K=5.6 13.076 Spr(-13.076) pe 120 1'-0 14.352 9'- Pv BL 1.0490 1.0490 _ Q=41.46 15.39 C=120 0.501400 9'- Pf 4.805 120 1'-0 q=21.21 K=5.6 14.352 Spr(-14.352) Pe 121 1'-0 19.157 9'- Pv _BL 1.3800 Q=65.98 14.15 C=120 0.311385 9. Pf 2.932 121 1'-0 q=24.51 K=5.6 19.157 Spr(-19.157) pe 122 1'-0 22.089 9'-5 Pv BL __ 1.3800 Q=92.29 19.80 C=120 0.579455 _ 3'- Pf 3.477 122 1'-0 q=26.32 K=5.6 22.089 Spr(-22.089) 3'- Pe 20 1'-0 25.566 E(3'-0) 6'_ Pv _RN _ 1.3800 Q=92.29 19.80 C=120 0.5794551,_0_ Pf 4.056 20 1'-0 25.566 6' Pe 0.434 19 0'-0 30.056 T(6'-0) 7-0 Pv _CM 2.0670 _ Q=64.24 6.14 C=120 0.041437 20' Pf 0.843 9 9 0'-0 30.056 Pe 27 0'-0 30.898 20'- Pv CM 2.0670 Q=157.90 15.10 C=120 0.218740 40'-5'/ Pf 13.227 27 - 0'-0 30.898 20'- Pe 35 0'-0 44.125 2T(10'-0) 60'-5'/ Pv go•••••Route 3••••• BL 1.0490 Q=20.55 7.63 C=120 0.136874 9'-7 Pf 1.312 128 1'-0 q-20.55 K=5.6 13.471 Spr(-13.471) pe 129 1'-0 14.783 9'- Pv BL 1.0490 Q=42.08 15.62 C=120 0.515355 9'-7 Pf 4.939 129 1'-0 q=21.53 K=5.6 14.783 Spr(-14.783) pe 130 1'-0 19.722 9'-7 Pv BL 1.3800 Q=66.95 14.36 T22.735 0.319982 9'- Pf 3.013 130 1'-0 q=24.87 K=5.6 Spr(-19.722) pe 131 1'-0 BL _ 1.3800 Q=93.66 20.09 C=120 0.595354 3'- Pf 3.572 131 1'-0 q=26.70 K=5.6 22.735 Spr(-22.735) 3'- Pe 28 1'-0 26.307 E(3'-0) 6'- Pv -RN 1_3800_ Q=93.66 20.09 C=120 0.595354 1'- Pf 4.162 28 1'-0 26.307 6' Pe 0.429 27 0'-0 30.898 T(6'-0) 7'- Pv v•••••Route 4••••• _CM _ 2.0670 Q=28.05 2.68 C=120 0.008948 12'-8% Pf 0.203 19 0'-0 30.056 10'- Pe 10 0'-0 30.259 T(10'-0) 22'_8y/ Pv Job Number:40429 Report Description:Ordinary Group I _Pipe Tye__,_Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Equi/ Actual Inside Diameter \487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 901 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 901 Elbow Pv Velocity pressure at a point in a pipe EE 451 Elbow Eel 11'/<1 Elbow Ee2 221/2°Elbow f Flow Device FDC Fire Department Connection fE 901 FireLock(TM)Elbow fEE 451 FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 901 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I y `o, Job Number:40429 Report Description:Light Hazard Jib Job Number '1 r Design Engineer 40429 __ GLEN HAMMOND Job Name - Phone FAX ELKS NAVAL LODGE 1 877 826 7427 206 682 6744 - - -- ------ --- -- -- — — Address 1 State Certification/License Number 131 1ST STREET RELIAFP1021-1 Address 2 ------ AHJ -_ -______-- __- PORT ANGELES FIRE DEPT City Stala Zip Code Job Sita ---- -- ------ PORT ANGELES WA 4TH FLOOR Y Density Area of Application 0.10gpm/ft2 1500.0oft2(Actual 1662.25ft2) Most Demanding Sprinkler Data _._ Hose Streams 5.6 K-Factor 14.82 at 7.000 250.00 Coverage Par Sprinkler - 1 40.00ft2 Number Of Sprinklers Calculated System Pressure Demand --- ----- - -.----- _-- Sys Flow Demand 57.010 190.70 Total Demand Pressure Result ----'----- -- 440.70 @ 57.010 +47.854(45.6%) Node Flow(qpm) Hose Flow(gam) Static(psi) Residuakgp Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 4495.00 250.00 105.000 95.000 to 150 - ------------------ 135 I U 120 105 UstaticTPressure 105.000 ® o o b 95.00 95.000 so g a ------ a 60 440.70 with hose streams C j I I 0 45 190.701 57.010 30 System demand curve 15. 7 c 7U 0 L I N.. ........ cLg. CID 45D09 3501800 2250 2700 3150 3600 4050 4500 Water flow,gpm 94 �A I":iR7L�IsjJY , fREIN - Job Number:40429 Report Description:Light Hazard JRb',:=": Job Number Design Engineer 40429 GLEN HAMMOND JobName State Certification/License Number ELKS NAVAL LODGE RELIAFP102L1 Atleress 1 ---- -- - AW131 1 ST STREET PORT ANGELES FIRE DEPT Address 2 Job Site 4TH FLOOR City State Zip Code PORT ANGELES WA Most Demanding Sprinkler Deta Occupancy 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area Of Application 250.00 - _ 0.10gpmlft2 1500.00ft2(Actual 1662.25ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 11 140.00ft2 AutoPeak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Total Hose Streams 250.00 _ ----------- —------ Total Water Required(Including Hose Streams) 440.70 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 18.23 between nodes 67 and 69 Maximum Velocity Under Ground Volume Of Water In Pipes Volume Of Air In Pipes 147.13gal r Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) ( pm) (psi) (psi) 1 250.00 105.000 95.000 4495.00 104.864 440.70 57.010 47.854 dei Contractor Number Contact Name Contact Tula RELIAFP102L1 GLEN HAMMOND PROJ MGR Contractor Name Phone Extension RELIANCE FIRE PROTECTION, INC 206 682 6636 _Address 1 — -- -- FAX 3706 AIRPORT WAY SOUTH 206 682 6744 Address 2 E-mail - glenh@reliancefire.com City State Zip Code Web-Site ----- SEATTLE WA 98134 reliancefire.com D- 7 Job Number:40429 Report Description:Light Hazard Node Elevation Foot Fittings Pressure si MSChar e m 27 16'-0 T 6'-0 17.654 37 16'-0 T(6'-0) _ 17.428 52 16'-0 T 6'-0 17.463 54 8'-0 T(10'-0) _ 29.776 59 8'-0 T 6'-0 30.336 244 17'-0 S r 16.791 64 16'-0 T 6'-0 18.081 67 8'-0 PO10'-0 34.752 69 8'-0 T 10'-0 31.443 71 8'-0 2T 10'-0 31.314 250 8'-0 S r 31.314 100 +-- 8'-0 2T 5'-0 31.314 251 8'-0 S r 31.314 -8'-0 ' S r 31.314 -- - ---- 253 8'-0 S r 31.314 214 17'-0 S r(-7.097) 7.097 14.92 _ 215 18'-0 S r-8.312 8.312 16.14 - 216--- 17'-0 S r-15.148 15.148 21.80 -- --- --- --- 224 17'-0 S r-7.000 7.000 14.82 ---- ----------- 225 18'-0 S r-8.194 8.194 16.03 _ 226 17'-0 S r-14.948 14.948 21.65 234 17'-0 S r-7.015 7.015 14.83 235 18'-0 S r-8.212 8.212 16.05 236 17'-0 S r(-14.979) 14.979 21.67 242_ IT-0 S r-7.894 7.894 15.73 ---243 { 18'-0 Spr(-9.279) 9.279 17.06 139'-6'/s S 57.010 190.70 � Job Number:40429 Report Description:Light Hazard Pipe Type- _ __ Diameter _ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length *A*•••••Route l ••••• BL_ _ _-_ 1.0490 Q=14.82 5.50 C=120 0.074703 13'-9'/ Pf 1.628 224 17'-0 q=14.82 K=5.6 7.000 Spr(-7.000) 8'-0 Pe -0.434 225 18'-0 8.194 4E(2'-0) 21'-9'/ PV BL _ 1.0490_ Q=30.85 11.45 C=120 0.290074 13'-9'/ Pf 6.321 225 18'-0 q=16.03--- K=5.6 8.194 Spr(-8.194) 8'- Pe 0.434 226 17'-0 14.948 4E(2'-0) 21'-9'/ Pv BL 1.380.0 -Q=52.50 11.26 C=120 0.204035 4'-0'/ Pf 2.046 226 17'-0 q=21.65 -K=5.6 14.948 Spr(-14.948) 6'- Pe 0.434 37 16'-0 17.428 T(6'-0) 10'-01 Pv 2.0670 Q=13.95 1.33 C=120 0.002458 14'- Pf 0.034 37 16'-0 17.428 Pe 52 16'-0 17.463 14'- Pv CM_ _ 2.0670 Q=66.51 6.36 C=120 0.044181 14'- Pvf 0.619 52 16'-0 17.463 e 64 16'-0 18.081 14'- CM 2.0670_ Q=99.30 9.49 C=120 0.092745 66'-8'/ Pf 9.896 - -- --- 18.081 40'- Pe 3.466 69 8'-0 31.443 4E(5'-O),2T(10'-0) 106'-8'/ Pv CM 2.0670 Q=190.70 18.23 C=120 0.310170 0'-8 Pf 3.309 69 8'-0 31.443 10'- Pe -0.000 67 8'-0 34.752 POGO'-0) 10'- Pv FR 4.2600 Q=190.70 4.29 C=120 0.009164 87'-6'/ Pf 1.647 67 --- 8'-0 34.752 92'- Pe 20.611 1 -39'-6//z 57.010 Z,7E(13'-2),S 179'-8'/ Pv �•••••Route 2••••• BL _ _ 1.0490 Q=14.83 5.51 C=120 0.074849 13'-9'/ Pf 1.631 234 17'-0 q=14.83 K=5.6 7.015 Spr(-7.015) 8'- Pe -0.434 235 18'-0 8.212 4E(2'-0) 21'-9'/ Pv BL 1.0490 Q=30.88 11.46 C -9 =120 0.290649 _ 13' '/ Pf 6.333 235 - -- -- 18'-0 q=16.05 K=5.6 8.212 Spr(-8.212) 8'- Pe 0.434 236 17'-0 14.979 4E(2'-0) 21'-9'/ Pv _BL 1.3800 Q=52.55 11.27 C=120 0.204431 4'-0% Pf 2.050 23 q= 6 17'-0 21.67 K=5.614.979 Spr(-14.979) 6'- Pe 0.434 52 16-0 17.463 T(6'-0) 10'-0'/ Pv -•••••Route 3••••• BL 1.0490 Q=14.92 5.54 C=120 0.075656 13'-9'/ Pf 1.649 214 17'-0 q=14.92 K=5.6 7.097 Spr(-7.097) 8'- Pe -0.434 215 18'-0 8.312 4E(2'-0) 21'-9'/ Pv BL 1.0490 Q=31.06 11.53 C=120 0.293844 _ 13'-9'/ Pf 6.403 215 18'-0 q=16.14 K=5.6 8.312 Spr(-8.312) 8'- Pe 0.434 216 17'-0 15.148 4E(2'-0) 21'-9'/ Pv BL _ 1.3800 Q=52.86 11.34 C=120 0.206631 4'-0'/ Pf 2.072 216 17'-0 q=21.80 K=5.6 15.148 Spr(-15.148) 6' Pe 0.434 27 16'-0 17.654 T(6'-0) 10'-0'/ Pv CM 2.0670 Q=91.40 8.74 C=120 0.079565 73'-9'/ Pf 8.656 27- -- -- 16'-0 17.654 35'- Pe 3.466 54 8'-0 29.776 5E(5'-0),T(10'-0) 108'-9'/ Pv CM 2.0670 Q=91.40 8.74 C=120 0.079565 T-01/2f 0.560 54 8'-0 29.776 Pe 59 8'-0 30.336 T-0'/ Pv CM 2.0670 _Q=91.40 8.74 C=120 0.079565 _ 2'-3'/ Pf 0.978 59 8'-0 30.336 10'- Pe 71 8'-0 31.314 T(10'-0) 12'-3'/ Pv CM 2.0670 Q=91.40 8.74 C=120 0.079565 1'-7'/ Pf 0.129 71-- 8'-0 31.314 - 69 8'-0 31.443 Pe -•••••Route 4••••• 1'-T/ Pv BL 1.0490 Q=15.73 5.84 C=120 0.083486 13'-9'/ Pf 1.819 242 17'-0 q=15.73 K=5.6 7.894 Spr(-7.894) 8' Pe -0.434 243 18'-0 9.279 4E(2'-0) 21'-9'/ Pv BL _ 1.0490 _ Q=32.79 12.17 C=120 0.324832 13'-9'/ Pf 7.078 243 18'-0 q=17.06 K=5.6 9.279 Spr(-9.279) 8'- Pe 0.434 244 17'-0 16.791 4E(2'-0) 21'-9'/ Pv BL ______ 1.3800 - Q=32.79 7.03 C=120 0 085433 _ 4'-0'/ Pf 0.857 244 17'-0 K=5.6 16.791 6'- Pe 0.434 64 16'-0 18.081 T(6'-0) 10'-0% Pv Cow•••••Route 5••••• CM -- 2.0670 Q=38.54 3.69 C=120 0.016106 14'- Pf 0.225 37 16'-0 17.428 Pe 27 16'-0 17.654 14'- Pv /. �..r-r,l.�r, __ sidB w..a_nnnn,ui� ip..o ca enc nailonnnn 0.71.1 r1D11A Dino e. M_ j Job Number:40429 Report Description:Light Hazard Pie Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len th Actual Inside Diameter 487( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ^4fh�} r[Sp � •- fig wimp AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DR Drop Discharge gpm BaIV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer FM Feed Main Pressure psi BV Butterfly Valve FR Feed Riser Length Foot C Cross Flow Turn 900 MS Miscellaneous Friction Loss psi/Foot cplg Coupling OR Outrigger HWC Hazen-Williams Constant Cr Cross Run RN Riser Nipple Pt Total pressure at a point in a pipe CV Check Valve SP Sprig Pn Normal pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pf Pressure loss due to friction between points DPV Dry Pipe Valve UG Underground Pe Pressure due to elevation difference between indicated points E 901 Elbow Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11'Y.0 Elbow Eel 22Y21 Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve red Reducer/Adapter S Supply Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap /�r n nn D D ren 1" A,fnQPPIMIUk)VP WA 7 RF 7AR 05/19/2004 2:21:10PM Paqe 5 FPORr °mow CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . 04-00000933 Date 11/08/04 Pin number . . . . . . .131392 Property Address . . . . . . 131 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application description . . . ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 Owner Contractor ------------------------ NAVAL LODGE BPOE SIMPSON ELECTRIC 131 E 1ST STREET 243036 W HWY 101 " PORT ANGELES WA 98362 PORT ANGELES WA 98363 C vV - --(-36) 457-3355 (360) 457-9270 ------------------------------------------------------------------ )c Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc ELEC.FIRE ALARM SYSTEM Sub Contractor HI TECH ELECTRONICS Permit Fee . . . . 213.20 Plan Check Fee00 y� Issue Date 11/08/04 Valuation 0 'j Expiration Date 5/08/05 �- Qty Unit Charge Per Extension W 1.00 42.2000 EL-LOW VOLT SYS <=2500 SQFT 42.20 15.00 11.4000 EL-LOW VOLT SYS >2500 SQFT 171.00 Fee summary Charged Paid Credited Due M - ---------------- t ------ PermitPermit Fee Total 213.20 213.20 .00 .00 Plan Check Total .00 .00 Grand Total 213.20 213.20 .00 .00 1 1 4 d 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:\PLANNING\FORMS\1102.15[11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS 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 FOUNDATION: FOOTINGS WALLS EE I FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# C, 'C LX �iWL�L �I/L i ROUGH-IN PLUMBING UNDERFLOOR/SLAB t 1 ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY F=� HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: ESA: PARKINGILIGHTING SHORELINE: LANDSCAPING FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED NO ELECTRICAL ELECTRICAL-LIGHT DEPT. 417-4735 LIGHT DEPT CONSTRUCTION-R.W. CONSTRUCTION R.W./PW/ 417-4807 PW/ENGINEERING ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. �417-4750 PLANNING DEPT. BUILDING BUILDING T:\PLANNING\FORMS\1102.15[11/14/20031 PORTµ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00000869 Date 10/04/04 Pin number . . . . . . .309476 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application description . . . ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . \ Property Zoning . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 04 Owner Contractor (37- ------------------------ 37------- ------------ ------------------------ NAVAL LODGE BPOE MAJOR ELECTRIC 131 E IST STREET 18538 142ND AVE NE PORT ANGELES WA 98362 WOODINVILLE WA 98072 ( 36) 457-3355 ------- --------------------------------------------------------------- Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc Permit Fee . . . . 95.80 Plan Check Fee .00 Issue Date . . . . 10/04/04 Valuation . . . . 0 Expiration Date 4/03/05 1 Qty Unit Charge Per Extension 1.00 95.8000 ECH EL-COM 101-200 NEW SRV FEEDER 95.80 w Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.80 95.80 .00 .00 A Plan Check Total .00 .00 .00 .00 `1'� Grand Total 95.80 95.80 .00 .00 U� (y r' Separate Permits are required forelectrical 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:\PLANNING\FORMS\1102.15[11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS 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 TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS cl ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDER FLOOR/SLAB .{ ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALLIHOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: ESA: PARKING/LIGHTING LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. PW/ENGINEERING ENGINEERING 417-4807 FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15[11/14/20031 OF pORT 4y .wN CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00001079 Date 11/29/04 Pin number . . . . . . .387844 Property Address . . . . . . 131 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application description . . . MECHANICAL PERMIT Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 11875 Owner Contractor ------------------------ ------------------------ NAVAL LODGE BPOE OWNER 131 E 1ST STREET PORT ANGELES WA 98362 ( 36) 457-3355 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . 5TON COOLING UNIT ONLY Permit Fee . . . . 84.25 Plan Check Fee .00 Issue Date . . . . 11/29/04 Valuation . . . . 0 Expiration Date . . 5/29/05 Qty Unit Charge Per Extension BASE FEE 47.00 1.00 37.2500 ECH ME-INSTALL BOILER 500+ 37.25 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 84.25 84.25 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 84.25 84.25 .00 .00 N J 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 uthority to violat or cancel the provisions of any state or local law regulating construction or the performance of con Signature of Contr t or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\PLANNING\FORMS\1102.15[11/14/20031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS.CALL 417-4735 FOR ELECTRICAL 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 TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT:# ROUGH-IN PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALLIHOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE/PELLET/CHIMNEY HOOD/ DUCTS PW UTILITIES/ SITE WORK (Engineering Division) SEPARATE PERMIT#'s: WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE L tDE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO -LIG417-4735 ELECTRICAL LIGHT DEPT ION RCONSTRUCTION-R W. G417-4807PW/ENGINEERING 417-4653 FIRE DEPT. EPT. 417-4750 PLANNING DEPT. 417-4815 BUILDING ~] ' ORMS\1102.15(11/14/2003] PREPARED 11/29/04, 13:23:03 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/29/04 ------------------------------------------------------------------------------------------------ ADDRESS . : 131 E 1ST ST SUBDIV: CONTRACTOR : PHONE : OWNER NAVAL LODGE BPOE PHONE ( 36) 457-3355 PARCEL 06-30-00-5-1-1675-0000- APPL NUMBER: 04-00001079 MECHANICAL PERMIT --- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 11/29/0,X --JLL-------MECHANICAL FINAL ------------------`------ \------------ COMMENTS AND NOTES - -� 6 9, 1�f CITY OF PORT ANGELES, FEE RECEIPT NUMBER DEPARTMENT OF LIGHT A 1N APPLICATION AND ELECTRICAL PERMIT - TOTAL FEE CONT.LIG NO. I TIMETOCOMPLETE NO.STORIES LEGALOCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address S T /NY L PAN .4 - CORRECT ADD�ES�S IS RESPONSrIeI_cI 'nOF°�PLIFANT PERMITS WITH WRONG ADDRESSES ARE/CANCELLED Owner •� �� 3S S \ C Installation By VOQ Owner's'Address "s���!"� - Installers Address--Tal--, z, Day Phone �S J." 33 SS - - - - Installers Phoneyf 'S- .�rJ Application is hereby made for Permit to Install Electrical Equipment as follows: Wiring Method C/A C NUMBER AMP 120V 240V NUMBER AMP 120V 240V USE OF CIRCUIT PER 10 1 0OR FEE- USE OF CIRCUIT PER 10 1 0OR FEE CIRCUITS CIF 30 CIRCUITS CIR 30 LIGHT SIGN LIGHT - - 50 VOLTS - - OR LESS CONVENIENCE MOTOR 'CONVENIENCE MOTOR - APPLIANCE ..- MOTOR DISHWASHER - _ FIREALARMS DISPOSAL BURGLAR ALARM ® RANGE MISC. OVEN WATER HEATER LAUNDRY DRYER REINSTALLATION LIGHT FIXTURE k FURNACE _ _ SUB TOTAL FEE .. GAS--OIL- FURNACE AS-OILFURNACE ENERGYFEE ELECTRIC BASIC FEE ELECTRIC HEAT TOTAL FEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C.UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE A.W.G. SUB-TOTAL SIZE OF GRROgND""\ SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the ins tler and in c j ormance wi the .E. I trical Code. Date Application made / 0 - (7 19�5� y -' - CONTRACTOR OR OWNER(OR AUTHORIZED AGENT) Permission is hereby given to do the above described work,according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. DIRECTOR OF CITY LIGHT ' - Date Permit Issued B _" PANS AP OVED � Notify Department of City Light by Street Address and Permit Number when ready for inspection.Work must not v be covered or current turned on before inspection and O.K.for covering or service has been given by Inspector in Writing on Permit Placard. A. - Permits Phone: 457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK— SEE OVER— I WHITE Original CANARY-Duplicate PINK-Triplicate— WHITE CARD Inspector's Report — — OLYMPIC PRINTERS.INC. REPORT. OF INSPECTOR DATE OF VISIT MADEBY REMARKS cr + 1 z C7 a - N r W r_ r O z O O 1, IN _,3 } 7- O.K.FOR COVERING •� ( p y/ •WALr C!f/,fP Be,jL O;K.TO CONNECT SERVICE ,.d—�l + •J FINALO.K)• \ . 06/08/2006 21:42 4579270 SIMPSON ELECTRIC PAGE 02 ELECTRICAL WORK PERMIT APPL][CATION \-j b�S F Is Joh wired by ] EketclCOmmerealcontracter Downer Installation erccnpden §� dal O Residential Elcrl.ical contractor name y cense n Date Expires /'EG•7fG C L 973/� i O New ❑AlMred/Addlaon Purehas s mailfn address 1 ' 0�3 ccs /c City Star rr rel l Telephone number FAX umber - " L LS ' - C) irLt Premises owner's name _ L/ics d�� Pct <35� Address of Inapeetlen RECEIVED la3l F j �r- city fZ� / q'�� �s JUN.0 9 ?Ong Phone number to rch adore iop eer�n� ' Owner as defined by RCW,19.2R.261:(1J Owner will occupy the,ttruaYrlrejnr rwo yeast ajrer Urls a/eroleof permit is fitwliicd. (2)Owner is required M hire an electrical LIGHT DEPT. contractor y alcove said property tv for.vale, re Ant or lease. Cl Cash ❑ChraclAfter reading me above statement, hereby certify that 1 am the owner of the above named property or a licensed electrical wrisactM, 1 am making the electrical instal- lation or alteration in compliance with the electrical Taws, N,E,C., RCW. Chapter )d Credit Card v' Mastercard — Discovcr Utility W Chapter 296_468, Tore ity of Port Angeles Municipal Code, and Cart) � Utility S eei. Cations. Slane c f a ner, a .Citric ennrratter or electrical admlolatrato Expiration Dsto Date- Q of card Ina�ahnn ft- Iec1rIC8I Load Add $ ❑ NO LOAD CHANGES �RII(It:a hltermatlen U Baseboard ^KW O Furnace _KW voltage ❑ Heat Pump ,Ton,�LAR f] Overhead Servles Phase C I 1 O 3 ❑ Tamp Service Service Size: O Fan-Wall `KW C3 Underground Service Feeder Size: SAME DAY INSPECTION CALL BEFORE 7:00 AM 360-417-4735 ROUGH4N THERMOSTAT SERVICE nam Mprovv,l ay [ cam ApprpvM eY Appmvgl By FINAL Di7CFI Mie Anprwvp By pals APp.p Inspection Date Area,Building or F„quipment Inspected Action Taken Electrical Inspector OF 9OR74N4P -. CITY OF PORT ANGELES ® OFFICE OF THE ELECTRICAL INSPECTOR , P.O.BOX 1150 PORT ANGELES, WASHINGTON 98362 L(GN( 321 EAST FIFTH STPHONE (206)457-0411, EXT. 224 9 158 PROGRESSIVE INSPECTION REPORT / DO NOT CONCEAL- OR DESTROY Job NameC ,,..,r rPermit No. `� ^ Owner S - Electrical Contract l�-CY7 l•/f' r Location (I S r Inspection Area, .,,..._..., ✓ quipment Inspected Action Taken Electrical Dote Inspector 8- F� " bn — FROM HI-TECH ELECTRONICS FAX NO. : 360 452 8560 Nov. 05 2004 12:45PM P1 F Y SLD, DEFT q hpr � FOR pifl GlPi V.tb Ox1.Y ` ELECTRICAL PERM17, APPLICATION Ql� O.0 Appm.d Orli rNYt1 rho Electrical Pem,ie Appllcaron sat b Hied u tcomelaLaL �V Please type or reprint In Ink. ti.you hBYC any go0eeens,please call(860)4174785 Fax number:(36e)4173711 e �yT 5 Phone: F,,:✓3&o -.3&o -Ys15.SJ0 Ownnro;E • _ Pho Fropany Ormer61MAL1n L6i 77- Aaa�: 57 cey BBT GEES w'�} vp:�1831� E1cohlcal Cpntreamr:. rELr/} FLfCT,eOn//L'_S Licrnsar. CE�:!�( 7- - — e:3(i _—JS2_ j1 ,ren Aaarc9s:?�.� C �h5.�L �%..— J clay:_V../JY� �/�'� Ztp'�.Q.3 INSTALLATION WIRED BY: 0/�OWN.R IF.ECTRICAL CONTRACTOR _ Credit Card Holder-Name:0 a 2 2 Y 1qA PaL.I T 1164 p Billing Add.,, {z3 C PkOfi% 5 _ City: .r Nt7 �5 Z 9Z VISA: MC: PROJEGTAD0RE33: f= 5 7- - -7-TYPE OF WORK: Cheek.all That apply_ ❑New ❑Alteration/Addition - f • a Residential C Multi-family Commercial O Mobile Home Sq. Ft �T d O Remote Motor O Detached garage O Hot Tub t7 Swlm Pool G Septic Pump ❑Low Voltage ❑ 7-615COM ❑Sign Number of Ciroults added or altered: DESCRIPTION OF,THE ELECTRICAL PROJECT: TA ALL Eisotrteal Haat Load Additions and or SubtraetionrzSery - // / 7 icnformation e I/� C Baseboard KW ?IC.f.+ Voltage:___ C FurnaceKIN ElOverhead Service - Phase: .0 1 C a ❑Most Pump — TON—LRA oTamp Service Service Sino; D Fan-W0 _KW D Underground Service Feeder Size; hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this perm?, I understand it is not the City's legal responsWityto determine what permits are required, ff remains the applicants responsibility to ef termine what permits are required and to obtain such. Credit Card Holder'sSignaiure: Date: Owner or Elx.Cont.Signature: Date: a ,5 Q PERMIT FEE: $o��� :JELECTRI CALF ERMITAPPLICATION °`PORT"",'' ELECTRICAL INSPECTION WIRING REPORT c 417-4735 'TY L\G�t DATE PERMIT A CT R 233 OWNERICO T ACTOR ADDRESS APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED�'7 l I �ort, L G J 5 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(350(152-IMI VORr 4* WMNIG REPORT ® 417-4735 DATE PERMIT M IN CTO -e OWNER /CONTRACTOR • ADDRESS r G APPROVED NOTAPPROVED ❑ . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: �iy "L- ✓ N J NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(380(452-1381 D�.PDRT 4ryC �+►�- FOR Or ELECTRICAL PERMIT APPLICATION na , FIC =e,.-- The Electrical Permit Application must be filled out completely. �KS ANO, Please type or reprint in ink. If you have any questions,please call (360)417-4735 -3949 Fax number: (360)417-4711 3 Owner or Elec.Contractor Agent: PON �lj}J IV-? .l Phone: 101_ oj(a Fax: Property Owner: &Lets /Ip VA-L 3 Phone: Address: 131 r 15;. City: 17Dg-7- ufw/ s Zip: X83(02 Electrical Contractor: St h4/'9Oni kzy7p IG License#: Exp: Phone: Address: - ` / City: 072'7 �NCtftl.ls'S - Zip: q0_?t& INSTALLATION WIRED BY: Cl OWNER 3XELECTRICAL CONTRACTOR - Credit Card Holder Name: !!!��` Billing Address: City. Zip: Credit Card Number: Exp. Date: VISA - MC 'ROJECTADDRESS: �`6/jZT YPE OF WORK: Check all that apply: ❑ New pp Alteration/Addition 7 Residential ❑ Multi-family Commercial ❑ Mobile Home Sq. Ft _ C4 7 Remote Meter ❑ Detached garage ❑ Hot Tub ❑ Swim Pool ❑Septic Pump ❑Low Voltage ❑Telecom. ❑Sign U lumber of Circuits added or altered: - -ESCRIPTION OF THE ELECTRICAL PROJECT: PA ,�gj'jZ jo (6L A"5 Y61 - 176 lertrical Heat Load Additions and or Subtractions- - - - Service Information Ba>eboard _ KW _ Voltage: Furnace. KW- �¢_�/Overhead5ervice Phase:'.❑-1 3 Heat Pump _TON LRA !p Temp Service Service Size: �WWF' Fan-Wall _KW ❑ Underground Service Feeder Size: 7ereby certify that l have read and examined this application and know that same to be true and correct, and I am ithorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits e required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signature: Dater Owner or Elec. Cont. Signature: Date: PERMIT FEE: $ (07 , -3,0 :LECTRICALPERMITAPPLI CATION- -- 0� 1t)p' Naval Elks Lodgv Nu� 3,153 13l Fast First Street Port Anocics, Wa' hington 98362 (360) 457-3355 > ,.d , M,t, 141 Na.alClolvpen.cotn I..t ,&s'd Fh.„"1", 00 I'M City of Port Angeles Public Works and Utilities Dept. Electrical Inspector Rich Kendall To Whom It May Concern: This letter is to state that the tenants of Naval Elks Lodge #353, hare access to the main building for the express purpose of accessibility to the power panels located on the 3"i floor in the kitchen area. Any additional information needed may be acquired from the Lodge by contacting the Lodge Office at 360-457-3355 or PER Ron Johnson at 360- 457-7852. PER Ron n, Project Chairman Aug- 11 -00 11 : 18 Port Angeles Pu lie Works P . 01 v x s O\ FOR OFFICIAL USE ONLY: ELECTRICAL PERMIT APPLICATION Dnlelk �i "�r�� Date AppmeI: The Electrical Pe,m t`"Applicatio m� t ed ut'Zompletely. n"t`Is"'°a: Please type or print in ink. If you have any questions, please call(360)4174735 Fax number:(360)4174711 Applicant and/or Agentl+/,y ��' Z-4Z�;; Ph one: Property Owned/F� 7`�' � _Phone: 6q. 71 yt Address;//1!5�- -', y: r� 7.ip! /Jcvt� ContractoL!. / �i7"iC� )Lircense#1: irxp: Phonetn- ?cif AddresslSs'� i'fwy Credit Card Holder Name:_ Billing Address: 1vQS 3S ��`� F�r/ f�1G City LA-)007fstJd/lid2ip: 72 rA' Credit Card Number ' V1.SA_ MC- Permit Feer PROJECT ADDRESS: n l �� C�LkS 1 L U 6 ZONING LEGAL DESCRIPTION: Lot: Subdivisions / T>7 CLALLAM COUNI'Y PARCEL NUMBER TYPE OF WORK. ❑ Residential u Multi-family commercial ❑ Mobile Home Electrical Permit fees are based on WAC 296.46910 BRIEF DESCRIPTION OF THE PROJECT: L e s7a��fivr a� Z�ocaA�N/✓ Z�/e/ �r;�E'l1 is A .viz J t CE;ZC- S E IGc.Vrti� uw rt'1C S-C �2.ca,�iL .Q r+a wr�✓c 8 i•I�5 . � /C -�- Electrical Heat Load Additions &sryiee Information (/ ❑ Baseboard _KW 4 Riser Voltage: 2q0 /Z17 ❑ Furnace —KW {!Overhead Service Phase: pLi ❑ 3 ❑Heat Pump _KW o Temp Service Service Size: ` man-Wall �KW / ❑ Und//ergroundd Serviccv Feeder Size-� Comments:�(JiC' � Akd,,/ �G/// 5.t G lo-,, 'j 7S I_ I hereby cert fV that 1 have read and examined thisLtl-,�rationatidA,?iowtiie,rame t ell and coriect, and I am authorized to appl r forth&permit. I andetstand it is not the City's legal responsibility to deiermin at its are retpdred; it remains the applicant's responsibility to determine idiat permils are required and to obtain such. PW-1 102_231�11.001 Credit Card holder's Slgnantre: +oP.PORT,Pp,. P FDR OFFICIAL USE OILY - ���� I�q ELECTRICAL PERMIT APPLICATION Due Oue AppnivcJ: ky;_-.:;. Dam IssueJ: —� The Electrical Permit Application must be tilled out completely. Please type or reprint in Ink It you have any questions,please call(360.4174735 197 Fax number:(360)417.4711 `JC'�T� �d Gf2 Phone:�.�3�7 7�4� Fax: ' Owner or Elec.Contractor Agent � J `f.� 3 r� Property Owner. Phone:/ / Address: / 3�- Art- /' r/4-�%V 77ZZ_- City: Q ¢ Zip: 7i" Electrical Contractor: 1301 Lr2 4�a6_G74 /C (� License#: Exp: 6 G PiwZ e¢ V7 7.12 Address: (J 30 -A /✓d. /'Z771-4 �7-/2cs� City: �z�-7572,"� Zip: /33 INSTALLATION WIRED BY: ❑OWNER ' )ELECTRICAL CONTRACTOR . Credit Card Nolder Name: Billing Address:� / (jam a�0• �Z7�/� �'� fClty: v���G� zip: Credit Card Number: VISA: 4,114C.- PROJECT ADDRESS: TYPE OF WORK: Check all that apply: ❑New ?4AlteratiordAddition ❑Residental ❑Multi-family 14ommercial ❑ Mobile Home Sq. Ft. .- %.,J Remote Meter ❑ Detached garage ❑Hot Tub ❑Swim Pool Cl Septic Pump ❑Low Voltage ❑Telecom. ❑ S Number of Circuits added or altered:J r _ DE RIPTION OF THELECTRICAL PROJECT- " �11k1 'i�,"-�� ln,T o Q/ Lr2 a r -�//CGi✓i/�cT . .� iccS G�4a2 �iC� Electr cal Heat Load Additions Service Information /SIO �>�1 G01-to , ❑Baseboard —KW � L___ Voltage:/26(3 / 1Q� ❑Furnace —KW erhead Service Phase: ❑ 3 ❑Heat Pump —KW ❑Temp Service Service Size: 9617 ❑Fan-Wall _KW ❑Underground Service Feeder Size:(zl 7�,1/ 11f^`I C41 PAMC 14.05.060(8): For industrial,commercial, & residential projects larger than a duplex, a one-line drawing of the Electrical Service; Feeders, building size(sq. ft.),load calculations,and the type&of conductors andlor raceway is required and shall accompany the Electrical Permit application. I hereby dertify that I have read and examined this application and know that same to be true and correct, and I a authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are requirefl,- it remains the applicants responsibility to det ml,ee what ermits are required and to obtain such. Z��/ o3 �0 �Ji1-�/rG W,�c/L� /1/ Credit Card Holder's SignaturDate: L r 3 Owner or Elec. Cont. Signature: Date: 'Z112-6i3 PW-9019 ✓ �v, 8o /r�'T-� '/y/l�/�3 �r ��r➢L �c�e%f.�•r�, L!G>� 8of�$�ClO/f�E ,Lk L�g�nc� i