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HomeMy WebLinkAbout101 E Railroad Ave - BuildingElectrical Permit 101 E Railroad Ave 13 -376 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN I) tii■)r) it FINAL g l 1 3 S COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Customs Radiation portal monitor Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Additional desc Permit Fee Issue Date Expiration Date WA 983620251 283.00 4/12/13 10/09/13 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 13- 00000376 Date 4/12/13 240608 101 E RAILROAD AVE 06-30-00-5-0- 0068 -0000- ELECTRICAL ONLY CENTRAL BUSINESS DISTRICT 0 Contractor ELECTRICAL ALTER COMMERCIAL SUN RIVER ELECTRIC SERVICE INC 9312 W 10TH AVE KENNEWICK WA 99336 (509) 627 -5400 Plan Check Fee Valuation Qty Unit Charge Per 11.00 5.0000 ECH EL- BRANCH CIRCUIT W /FEEDER 1.00 96.0000 ECH EL- LIMITED 1ST 1500 SQ FT 1.00 132.0000 ECH EL -COM 0 -200 SRV FEEDER Fee summary Charged Permit Fee Total Plan Check Total Grand Total 283.00 .00 283.00 Paid Credited Due Signature of owner or Electrical Contractor X G:\EXCHANGE\BUILDING 283.00 .00 283.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION .00 .00 .00 Extension 55.00 96.00 132.00 .00 .00 .00 .0 0 f REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: DATE: 11 2: PERMIT b3 X37 INSPECTOR OWN CONTRACTOR 4t2 V\ p 1 V _.-a- -11- C ADDRESS f01 g_ 14,»..R4 ORT4 1011111 N c 'ARKS t APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CO RRECTIONS NEEDED: 6VQPD 8) 3)4. ELECTRICAL INSPECTION WIRING REPORT 417 -4735 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE 04/10/2013 16:22 5096275454 CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417-4735 Fax: (360) 417 -4711 Date: K /b L 3 Plan Review May Be Re Luired, Please Complete Electrical Plan Review Information Sheet Job Address I O vQ:l r q� r�� RIACje.11*1 PG.. 4C4 Building Square Foota9e Description of above Owner Information 11 Name: S C-t,• ,TY /gen, I> 'i Mailing Address: City: State: Zip: Phone' Fax: License Exp. Item 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 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. Servtce /Feeder601 -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 I First 1500 sf Commercial 96.00 Note: $5.00 for each additional 1500 sf Renewable Electrical Energy 5KVA System or Less Thermostat Note: $5.00 for each additional T-Stat SUNRIVER ELECTRIC Multi Family or Commercial" RECEIVED APR 10 2013 ELECTRICAL IINSPECTIONS Contractor Information Name: r LN alic,1 6 Mailing Address: a31 L., City: aiyi' y ■1ioc State: lAJP Zip: 33 50 Phone:6,27 -59r. Fax: -fit License /Exp.StJ/Y� 61-13 3 Total Total (Qtv_M ipij by Unit Charnel c 8( 5113.00 56.00 $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 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: Cash Dated: Li PAGE 01/01 Electrical Permit 101 E Railroad Ave 13 -280 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN 3127113 FINAL 51771 `3 COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Hourly inspection UG for boarder patrol Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1.00 96.0000 ECH Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 983620251 ELECTRICAL ALTER COMMERCIAL FEE NO PERMIT Plan Check Valuation HOURLY DOUBLE 192.00 3/26/13 9/22/13 192.00 .00 192.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G:\EXCHANGE\BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 13- 00000280 888280 101 E RAILROAD AVE 06-30-00-5-0- 0068 -0000- ELECTRICAL ONLY CENTRAL BUSINESS DISTRICT 0 192.00 .00 192.00 Contractor BRONCO ELECTRIC INC 651 SENZ RD SEQUIM (360) 681 -4112 Fee Extension BASE FEE 96.00 EL -TRIP FEE INSPECT EX. INSTAL 96.00 Paid Credited Due .00 .00 .00 Date 3/26/13 WA 98382 .00 .00 .00 .0 0 0 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Date: O* VOA 44,0 Van 11. I `,c 'ORKS 6 ELECTRICAL INSPECTION WIRING REPORT 417 -4735 DATE )z� /t3 PERMIT It (LFV INSPECTOR OWNER/CONTRACTOR Q 2v Ki E_t_sLTiz -C C- ADDRESS 0? p p NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: F1-1Z_K-LT rz_ V KZv_D fur `rn t ck}t._ 1,490 7h 1 1'1 .tc 1D V Ste. rz- Le.)o Q x Do m 4-1-0Ec -Lc fit_ ?We—re—WV 1r VA-r1C ry. CITE OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: I H m (3 Multi Family or Commercial* Plan Review 1,3,,y B uired lease Complete Electrical Plan Review Information Sheet 1t Job Address: Mit �1 E(' {i l (LPt It-1 fl >�V Building Square Footage: Description of above Owneyy,,Informat' n Contr. tor Information Name: 1`�lhpK (a. rap.? Name: t ,►,2► Mt_. Mailing Address: Mailinng� Address: nfi_ Vii" City: State: Zip: City: `5 Lj1tkt• State: L Zip: Phone: Fax: Phone: 4,■ k Fax: 4 i a 4. ti License Exp. License Exp. 1, 0 ttt Item 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 Each Additional Branch Circuit 5.00 .�C RECEIVED MAR 2 G 2013 ELECTRICAL INSPECTIONS 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 Ica 00 Sign /Outline Lighting 88.00 $tz— Signal Circuit/ Limited Energy Multi Family 64.00 Signal Circuit/ Limited Energy First 1500 sf Commercial 96.00 o �hlT Note: $5.00 for each additional 1500 sf Al Renewable Electrical Energy 5KVA System or Less $113.00 Thermostat 56.00 Note: $5.00 for each additional T -Stat 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.G., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signatur- trical contractor or electrical administrator: Cash Ch eck 4140 Dated: 0110112012 Total (Qty Multiplied by Unit Charge) 1, Total Credit Card Electrical Permit 101 E Railroad Ave 12 -1264 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN i 20 I i ,AR ""13 7 FINAL -it /Z COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 circuit job trailor Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Additional desc Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 983620251 ELECTRICAL ALTER COMMERCIAL 74.00 9/27/12 3/26/13 74.00 .00 74.00 12- 00001264 721456 101 E RAILROAD AVE 06-30-00-5-0- 0068 -0000- ELECTRICAL ONLY CENTRAL BUSINESS DISTRICT 0 Contractor STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452 -9104 Qty Unit Charge Per 1.00 74.0000 ECH EL -COMM BRANCH CIR WO/ S/F 74.00 .00 74.00 PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 Plan Check Fee Valuation Paid Credited Due .00 .00 .00 Date 9/27/12 WA 98362 Z cs7'U .00 0 Extension 74.00 .00 .00 .00 Date: REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) ot Sep 26 12 12:29p Straits Electric 2 6 /e•t, CITY OF PORT ANGELES PERMIT APPLICATION t. Building Division/Electrical Inspections 1�S° cjt� 321 East Fifth Street P.O. Box 11501 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 6/726,712 Stale: Zip; Al Multi Family or Commercial' *Plan b Address: Review May Be L)1 ed l �otnplete lecitjq�l Plat Review Information Sheet Job A I C.)1 Y� 1`((�l Building Square Footage: Description of above 3604520741 A ry ttlM Owner Informati 0 C lC Name: f Mailing Address: City: Phone: Fax: License Fxp Item Unit Charge Service/Feeder 200 Amp. 9 0 Total (ON Multiplied by Unit Charge) 132.00 Service/Feeder 201 -400 Amp. $160.00 Contractor lr nfp ation Name: A 27 C- Mailing Address: City Stale: Zip: Phone: Fax license /Exp. G ,vQ 9 7e7 Service/Feeder 401 -600 Amp 225.00 Service/Feeder 601 -1000 Amp. 28800 Service /Feeder over 1000 Amp. S 410.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/0 Service Feeder 74.00 Each Additional Branch Circuit 5.00 mot Branch Circuits 1-4 S 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 S 64.00 Signal Circuit! Limited Energy I 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 Credit Card e tared: o1/01f2Q12 p.1 $1'1%6 fotat 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. Afler reading the above statement I hereby certify that l am the owner of the above named property or a licensed electrical contractor. I am making the electr4ca stall t' or alterat compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Ang eles niclpaI Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature owner, electrical contractor or electrical administrator: Cash Check I INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH `t l 13 1 i Z-- PLCi NI SERVICE ROUGH -IN FINAL I4it2 146 COMMENTS: Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Ditch work for future service. Hourly Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Additional desc Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 983620251 ELECTRICAL ALTER COMMERCIAL 192.00 1/26/12 7/24/12 Qty Unit Charge Per 2.00 96.0000 ECH EL -TRIP FEE INSPECT EX. INSTAL 192.00 .00 192.00 12- 00000071 688165 101 E RAILROAD AVE 06-30-00-5-0- 0068 -0000- ELECTRICAL ONLY CENTRAL BUSINESS DISTRICT 0 192.00 .00 192.00 Contractor PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G: \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 STRAITS ELECTRIC PO BOX 2914 PORT ANGELES WA 98362 (360) 452 -91042 C57q4 Plan Check Fee Valuation Paid Credited Due .00 .00 .00 Date 1/26/12 .00 .00 .00 .00 0 Extension 192.00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) -Date: DATE 1-` I 1 OWNER/C N 1 TRACTOR ADDRESS APPROVED ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PERMIT 1 1 •401- Fz,,N.« rzoAT7 112 9 1 =.7 7 F zl, /fz- INSPE NOT APPROVED Jg(. PAh-a- 14 DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: r A (T C' l r V"`.. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 4 DA E 1 V4I2.--, OWNER /CONTRACTOR PERMIT Jbl -.e 1 ur1Z6 C- VTR 14.i1 5 7u PL-1 ADDRESS INSPECTOR NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL APPROVED ELECTRICAL INSPECTION WIRING REPORT 417 -4735 CORRECTIONS NEEDED: 11 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Jan 24 12 03:OOp Christie Tucker Owner I or Name: Mailing s: City: State Zip: Phone: License #1 Exp. Item Unit Charge Service/Feeder 200 Amp. $119.90 Service/Feeder 201 Amp. 145.50 Service/Feeder 401 -600 Amp 204.60 Service/Feeder 601.1000 Amp. 262.20 Service/Feeder over 1000 Amp. 372.50 Branch Circuit WI Service Feeder 2.60 Branch Circuit WIO Service Feeder 73.50 Each Additional Branch Circuit 2.60 Temp. Service! Feeder 200 Amp. 92. Temp. Service/Feeder 201-400 Amp. 110.30 Temp. Service/Feeder 401 -600 Amp. 145.70 Temp. Service/Feeder 601 -1000 Amp $167.90 Portal to Portal Hourly 95.90 Sign /Outline lighting 86.20 Signal Circuit! Limited Energy /First 1500 sf- Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit! Limited Energy -1 &.2 Family Dwelling 5 63.90 Signal Circuit/ Limited Energy Multi-Family Dwelling 5 63.90 Manufactured Home Connection $119.90 Renewable Elec riml Energy 5KVA System or Less 402.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. S 110.30 Each Additional 500 Square FL or Portion of S 35.20 Each Outbuilding or Detached Garage S 73.50 Each Swimming Pool or Hot Tub S 110.30 atio 2 .11 i17t UMWrL ro Fax: J CL la�L JAN 2 4 2011 360- 452 -0741 p.1 I' CITY OF PORT ANGELES PERMIT APPLICATION Building Divis ion/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 ELECTRICAL Ph: (360) 417 -4735 Fax: (360) 417 -4711 INSPECTIONS Date: 1 23 1 2 Single Family Dwelling X Multi Family or Commercial' Commercial Addition Alteration Remodel 1 Repair` Plan Review May Be gegtui I9���oni Iete Electrical Plan Review Information Sheet Job Address: U /C CCfi Building Square Footage: Description of above s! SIMS1111172fil =may v Contractt r Int Name: T -aut Mailing dress: lir +i �Lg7L City: State: Zip. 'I.�i r" Phone: Fax: License #1 Exp. 8-re :A i r 7 G Total (Qty Multiplied by Unit Charge) S S S s S S S S S S %C .cirTotal Owner.as defined by RCW.1928:261: (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 etecal installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -468, The City of Port •AngetesjMunicipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signate of b electrical contractor or electrical administrator: 0 cash 0 Check IR aetircararr Dated: n11o112010 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN I lligi L 4 FINAL l l ii g 1,l ;44 COMMENTS: ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number 11- 00001242 Application pin number 164858 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER: 06-30-00-5-0- 0068 -0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation Owner PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit ELECTRICAL ALTER COMMERCIAL Additional desc 30A SHORE POWER TRANSFER SW. Permit Fee 73.50 Plan Check Fee Issue Date 11/02/11 Valuation Expiration Date 4/30/12 Qty Unit Charge Per 1.00 73.5000 ECH EL- BRANCH CIRCUIT WO /FEEDER Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 983620251 73.50 .00 73.50 Paid Contractor STRAITS ELECTRIC PO BOX 2914 PORT ANGELES (360) 452 -9104 73.50 .00 73.50' PERMIT WILL EXPIRE SIX (6) MONTHS.FROM LAST INSPECTION Credited .00 .00 .00 Date 11/02/11 WA 98362 Due .00 .00 .00 .0 0 Extension 73.50 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) (1sz- c7y Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING Oct 31 11 01:49p Christie Tucker CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 1 t 1 2 Single Family Dwelling Plan Revie 1,14 B e ui Ejease CornyteSjectr4pal t 'lan,R•eview Inf t'on Sheet i Job Address: V Building Square Footage: Description of above City: JWAIiM T3a11111Z `f fs�i�rr ;�l�ili��►� %Ai Owner Information Rci l Name: K�4 Mailing Address: /(7.4 State: Zip: Plane: Fax: LUcense# f Exp. Multi Family or Commercial' X Commercial Addition J Alteration I Remodel Repair' Dated: gtt 360- 452 -0741 p.1 Contra Name: Mailing Ad City: j'tt Phone: Fax: License #1 Exp. C' /eifi Total (Qty Multiplied by Unit Charge} S Item Unit Charlie Service/Feeder 200 Amp. $119.90 Service/Feeder 201 -400 Amp. 145,50 Service/Feeder 401 -600 Amp 204.60 Service/Feeder 601 -1000 Amp. 262.20 Service/Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 2.60 Branch Circuit W/0 Service Feeder 73.50 Each Additional Branch Circuit 2.60 Temp. Service/ Feeder 200 Amp. 92.70 Temp. Service/Feeder 201 -400 Amp. $110.30 Temp. Service/Feeder 401 -600 Amp. $148.70 Temp. Service/Feeder 601-1000 Amp 167.90 Portal to Portal Hourty 95.90 Sign/Outline Lighting 88.20 Signal Cicuit/ Limited Energy First 1500 sf Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy -1 2 Family Dwelling 63.90 Signal Circuit/ Limited Energy Multi- Family Dwelling 63.90 Manufactured Home Connection $119.90 Renewable Electrical Energy 5KVA System or Less $102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square FL $110.30 Each Additional 500 Square FL or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub $110.30 le Total Owner as defined by RCW.19.28.261:.(1) Owner wit occupy the structure for years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I are making the elect$ al installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 29646B, The City of Port geles trnicipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. owner, electrical contractor or electrical administrator. Cheat Card F 01/0112010 Owner T Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Hpptt Lai- l on NumDer Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type Subdivision Name Property Use Property Zoning Application valuation Permit Fee Total 235 75 Plan Check Total 00 Other Fee Total 4 50 Grand Total 240 25 Qty Unit Charge Per 10 00 Other Fees Fee summary Charged 11 uuouuj 1 Date 4/27/11 284450 101 E RAILROAD AVE 06 30 00 5 0 0068 0000 BLACK BALL TRANSPORT INC description SIDING Application desc RESIDE EXISTING TICKETING BUILDING CENTRAL BUSINESS DISTRICT 12000 BASE FEE 14 0000 THOU BL -2001 25K (14 PER K) PORT OF PORT ANGELES J J CONST OF PT ANGELES INC PO BOX 1350 233 ALICE RD PORT ANGELES WA 983620251 PORT ANGELES WA 98363 (360) 457 1809 Structure Information 000 000 RESIDE EXISTING TICKETING BUILDING Permit BUILDING PERMIT NO PR FEE Additional desc RESIDE EXISTING TICKETING BLDG Permit pin number 184705 Permit Fee 235 75 Issue Date 4/27/11 Valuation Expiration Date 10/24/11 235 75 00 4 50 240 25 Contractor Plan Check Fee 00 12000 STATE SURCHARGE 4 50 Paid Credited Due 00 00 00 00 Extension 95 75 140 00 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) c; \r\o,\P1 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 y- a7 Aar; /4nlerscsrt «t Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING FINAL Date Accepted b Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 7 -L2-1 I Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 7 -L2-1 I P6 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T Forms /Building Division /Building Permit V 1 L PREPARED 7/12/11 8 56 10 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/12/11 ADDRESS 101 E RAILROAD AVE TENANT NBR BLACK BALL TRANSPORT INC CONTRACTOR J J CONST OF PT ANGELES INC OWNER PORT OF PORT ANGELES PARCEL 06 30 00 5 0 0068 0000 APPL NUMBER 11 00000391 SIDING PERMIT BNOP 00 BUILDING PERMIT NO PR FEE REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 7/12/11 BLDG FINAL July 11 2011 9 31 12 AM 1pangrle YAN 457 4491 BUILDING FINAL RE SIDED THE EXISTING TICKETING BUILDING .r SUBDIV COMMENTS AND NOTES PHONE (360) 457 1809 PHONE BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent Z‘ skh A.,Aa es5o Owner %l,Atc.tL /r- 6.- r -a2 Owner's Address ,o r Contractor /Engineer Z 4.0.. eL,crtom Contractor /Engineer's Address 233 4I" License Pg PROJECT ADDRESS Parcel Number Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures /a I G 1 fc„C'uAO Existing (sq. ft.) Proposed (sq. ft.) Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler.system be installed.? Occupant load Will a fire sprinkler system be installed? Construction type Phone 36e --qt_o -gaze Phone 362-0 9S1 -Y-tct t Phone Expires Lot For City Use Only Date Received 4- -Z7. 3t Permit lk- 11 Date Approved 3(0o -w 57- /Boy Zoning Project Type Brief Description. Check all that apply New Construction Residential jiCommercial Multi- family Industrial Addition tr Remodel t f O. k& $al I 11 0 ,x1 a trtr Fern j Te t X21 Repair Re -roof Demolition Sign wall- mounted Total sign area projecting freestanding awning other sq. ft. Maximum allowed sign area sq ft. Heat pump wood burning stove gas fireplace pellet stove other Heat System Other per sq ft. TOTAL VALUATION /Z ODD sq. ft. Lot size sq. ft. Lot coverage of bedrooms of full baths 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 to working on projects. Date v a7- /r Print Name -.1 e 3)-) Signature T.Forms /Building Division /Bldg Permit Appl. -2006 Code.doc PREPARED 1/07/11 8 13 13 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/07/11 ADDRESS 101 E RAILROAD AVE SUBDIV TENANT NBR BLACKBALL COHO FERRY TERM CONTRACTOR J J CONST OF PT ANGELES INC PHONE (360) 457 1809 OWNER PORT OF PORT ANGELES PHONE PARCEL 06 30 00 5 0 0068 0000 APPL NUMBER 10 00001327 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 1/07/11 JLL BLDG FINAL TIME 01 00 t January 6 2011 2 13 59 PM 1pangrle RIAN 457 4491 BUILDING FINAL STORAGE ROOM IN TERMINAL BUILDING AFTERNOON COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc STORAGE ROOM IN TERMINAL BUILDING Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 PORT OF PORT ANGELES J J CONST OF PT ANGELES INC PO BOX 1350 233 ALICE RD PORT ANGELES WA 983620251 PORT ANGELES WA 98363 (360) 457 1809 Structure Information 000 000 Construction Type TYPE V NON RATED Occupancy Type UNKNOWN Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT COMMERCIAL STORAGE ROOM IN TERMINAL BLDG 177279 165 75 11/23/10 5/22/11 Qty Unit Charge Per BASE FEE 5 00 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments The Fire Department has reviewed the project application and has no comments Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division /Building Permit Charged 165 75 107 74 4 50 277 99 10 00001327 102489 101 E RAILROAD AVE 06 30 00 5 0 0068 0000 BLACKBALL COHO FERRY TERM COMM REMODEL CENTRAL BUSINESS DISTRICT 7000 Contractor Plan Check Fee 107 74 Valuation 7000 STATE SURCHARGE 4 50 Paid Credited Due 165 75 107' 74 4 50 277 99 00 00 00 00 Date 11/23/10 Extension 95 75 70 00 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 1/ /c) Ria el t:-n J 1 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 I —1 (I Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 I —1 (I Pe> PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. 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 BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 J and J Construction of Port Angeles, Inc Applicant or Agent Owner glAck.61tt,L 744aspo2T Owner's Address (ol al 12.M L golf Contractor /Engineer I nnri I r'orstruction of Port AtAgQIes, Inc. Contractor /Engineer's Address 131 Al License 5 5 (04?-4- 099 1 74 PROJECT ADDRESS I O 1 E. 12A i,.eax 4 Parcel Number BIaGklo «.0 Collo Ferry Lot Zoning ex v rtal Project. Type Brief Description. Check all that apply New Construction o Residential rCommercial o Multi- family o industrial o Addition gRemodel All 'rum ■ETA.i.. S7L4 L) 44.1-s WI'Nn l I2yt.J11/ v aN /z SI04: -447- 'v l.( 4A/0 1304-r- S I Te /riohtI /3a, /c/i o Repair o Re -roof o Demolition Sign o wall- mounted Total sign area o projecting o freestanding o awning o other sq. ft. Maximum allowed sign area sq ft. o Heat System o Heat pump o wood burning stove o gas fireplace o pellet stove other o Other Floor Areas Basement 11t Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Existing (sq. ft.) Proposed (sq. ft.) Total footprint of structures sq. ft. T Lot size Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type Ph (ie/ 9S 7-)301 Phon y57 c{ Phone V s7_ t Rog Expires /o)//2 per sq. ft. TOTAL VALUATION 70 For City Use Only' ate Received II -/y /0 ermit %n 7 ate Approved sq. ft. Lot coverage of bedrooms of full baths of half baths OA 1 have read and completed this application and know it to be true and correct. am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to o ain permit •rior to working on projects. cc Date /0 Print Name c5c a Ste(, Signature T:Forms /Building Division/Bldg Permit Appl. -2006 Code.doc 1 I✓ 3 1). z r Approval fi Date 11 10/7 1,11.4 strad o prn ry 0 0 C G PORT AM ELES Construe Th. Issu, nee of this permit based upon these pl ca is a id other data shall not prevent the bui from the reafter requiring the correction of er p!; s iecifitatiens and other data, or from building operations being carried on thereunt violation of ail codes and ordinances of this 1 i Plans u specifi- c g official o in said eventing when in jt sdiction. 2.1199 By 6- 21' -0' 1. 1' 5' -3" 4' -8 OM EA 45' -O" co x 6' -O' STORE FRONT SYS11 62' -O' L OF CANOPY ABOVE PREPARED 6/07/10 8 49 13 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/07/10 ADDRESS 101 E RAILROAD AVE SUBDIV TENANT NBR BLACK BALL TRANSPORT INC CONTRACTOR PHONE OWNER PORT OF PORT ANGELES PHONE PARCEL 06 30 00 5 0 0068 0000 APPL NUMBER 10 00000271 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 6/07/10 41 1 0 ,L BLDG FINAL TIME 01 00 June 4 2010 1 38 15 PM 1pangrle RIAN 417 3923 BUILDING FINAL SIGN COMMENTS AND NOTES 5)Z1 to R1 a calle-A A Site Plan details 566 d +hej ui <k Iflame, a Rew s�C h mo Choi' Ire halnq Black Ball Ferry Line -0( o ld s<3 ki ll b -the Type of Sign Sate s iZ� 4 will be a. h e( +1'1 S 0-M 1 would like to mount a pre existing wall mounted sign that was taken down from the same location about ten years ago The sign is made of painted plywood with decal text. This is a directional sign to help passengers as they approach the terminal from the east. Placement and Square Feet Sign will be hung in same location as before, which is on the east side of the ticket window canopy The east side of the building is a side wall Sign is 18 square feet. How the signs will be attached The sign will be attached with wood screws penetrating into a 6 "x12' timber beam rv/e Dpes no 7 Actili ewer or eot 9 e FILE C OF PORT AY,aC4E1.. ,.instruction Phann TF s un ncetof this p2rt lit tailed upon'these plans specifi- F!S C, d' other data shall not preveni :the building official fir her fP r requiring the eorreetittst of errors in said R� speCifica and other data; or from preventing being :carried' en thereunder when in s and arlinartCea.-of this jurisdiction. rase 9 heA -LW) 7C c ancp Application Number 10 00000271 Date 3/30/10 Application pin number 556414 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER 06 30 00 5 0 0068 0000 Tenant nbr name BLACK BALL TRANSPORT INC Application type description SIGNS Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc 18 SQ FT WALL MOUNTED SIGN Owner Contractor PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Fee summary T:FornsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983620251 OWNER Permit SIGN Additional desc 18 SF WALL MOUNTED SIGN Permit pin number 162594 Permit Fee 47 00 Plan Check Fee 00 Issue Date 3/30/10 Valuation 0 Expiration Date 9/26/10 Qty Unit Charge Per 1 00 47 0000 PER S ALL SIGNS OR TO 25 SF Special Notes and Comments March 24 2010 3 53 24 PM sroberds The directional sign will permit 18 sq ft of signage along the east building facade in the CBD zone Charged Paid Credited Due Permit Fee Total 47 00 47 00 00 00 Plan Check Total 00 00 00 00 Grand Total 47 00 47 00 00 00 Extension 47 00 6 0 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 3 3o /0 iq a 4ho/e rya✓t Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING Planning Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 CD -7 0 Gas Line Back Flow Water FINAL Date 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. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 CD -7 0 at L PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T.Forms /Building Division /Building Permit Applicant or Agent 131 k Property Owner Pori r OF Property Owner's Address 33$ Contractor /Engineer o Contractor /Engineer's Address License SIGN PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 3a�1 Trans ()Or ZY1c PO RT A NlaELE 5 W r r tt S+ I?of+ c1 Po r+ An.5 1� S Pho Pho For City Use Only Date Received 3 -1 1 Permit 10 ate Approved r�1 3(o0--157 4 1 1- 19 e 3(00 HS1 %527 A nI,czEe, wA 913toZ Phone Expires Project Address Ivy E Rat 1 rt■exa. A4e A Nt= rE'LES t ,,A 98362_ Business Name 1 a-e K i' PILL T11.4-Ne,Rj Pc1 Parcel Number p A Paarce_ 1 Lot Zoning c. g b Submit an 8 x 11 "site plan three sets of plans that include. Type of sign (wall- mounted, projecting, freestanding, illuminated, other Placement and sq. ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code' of the City of Port Angeles Municipal Code for sign requirements. Sign Type B Sign #1 Sign #3 riefDescription. (Type, location, sq. ft.) IS; set L• 14 bark 1h. 1`hcscac1, Long Id fc.nAaty► diec ion• 1 ye.+ t lne sgin k s ©vt r "}4.4 know, 2Xe Q (I) Sloe fPrurl4eJ ?lyl,.�ocx ENO SJcle et +ermine& y1ot factn5 R s ign Fnre< -1 T apprnn.- inr3 4- rra.CI Totals (Unit charges Unit Charqe Quantity multiplied by quantities) Type of Sign Valuation ,PS $47 00 x 1 $85 00 x $115 00 x y'7 0 0 GRAND TOTAL L7co Sign(s) All signs less than or equal to 25 sq. ft. Wall sign or marquees, over 25 sq. ft. Freestanding sign or projecting sign, over 25 sq. ft. Make Checks Payable to City of Port Angeles Credit Cards (Except American Express) are accepted `ream Existing sign(s) area 3 5 sq. ft. Proposed sign(s) area g sq. ft. Total sign(s) area 53 sq. ft. fi t' (td;Ci' 1Nei91+ts /7 X 90 /fo322 +d4-a 4a scc e Pacing RaiIroa���t/<. Building facade area (height /y ft. X width 57 ft.) 798 sq. ft. (If a building has more than one V business in it, only measure the area of the building facade that is used by the business applying for this permit.) 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 3 17 )O Print Name R'0.h Qho<er Signature Z T:Forms /Building Division /Sign Permit Application.doc PREPARED 12/11/09 8 16 36 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/11/09 ADDRESS 101 E RAILROAD AVE SUBDIV TENANT NBR BLACK BALL FERRY LINE CONTRACTOR T C NORTHWEST INC PHONE (360) 683 6655 OWNER PORT OF PORT ANGELES PHONE (360) 457 8527 PARCEL 06 30 00 5 0 0068 0000 APPL NUMBER 09 00001106 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 12/11/09 LL BLDG FINAL December 10 2009 3 12 22 PM 1pangrle RIAN 457 4491 BLDG FINAL SIGN ON TERMINAL TWO THE PERMIT IS AT THE TICKET WINDOW COMMENTS AND NOTES PREPARED 12/11/09 8 16 36 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/11/09 ADDRESS 101 E RAILROAD AVE TENANT NBR BLACK BALL FERRY LINE CONTRACTOR T C NORTHWEST INC OWNER PORT OF PORT ANGELES PARCEL 06 30 00 5 0 0068 0000 APPL NUMBER 09 00001105 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 12/11/09 SUBDIV PHONE (360) 683 6655 PHONE (360) 457 8527 BLDG FINAL December 10 2009 3 11 05 PM 1pangrle RIAN 457 4491 BLDG FINAL SIGN ON TERMINAL ONE THE PERMIT IS AT THE TICKET WINDOW COMMENTS AND NOTES PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES (360) 457 8527 Fee summary T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00001106 Date 10/30/09 Application pin number 842136 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER 06 30 00 5 0 0068 0000 Tenant nbr name BLACK BALL FERRY LINE Application type description SIGNS Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 1500 Application desc 32 SF WALL MOUNTED SIGN ON TERMINAL 2 Owner Contractor WA 983620251 T C NORTHWEST INC 333 W PINE ST SEQUIM (360) 683 6655 Permit SIGN Additional desc 32 SF WALL MOUNTED SIGN Permit pin number 155622 Permit Fee 85 00 Plan Check Fee 00 Issue Date 10/30/09 Valuation 0 Expiration Date 4/28/10 Qty Unit Charge Per Extension 1 00 85 0000 PER S WALL SIGN OR MARQUEE 25 SF 85 00 Special Notes and Comments October 29 2009 5 46 57 PM sroberds the sign permit will result in channel letters of high density urethane for a total of 31 5 sq ft in the CBD No land use issues anticipated Charged Paid Credited WA 98382 Due Permit Fee Total 85 00 85 00 00 00 Plan Check Total 00 00 00 00 Grand Total 85 00 85 00 00 00 -eff 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. �O 30 -O 9 ,g 1 eictscr•► Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 1 Z I I -D? Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 1 Z I I -D? PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00001105 Date 10/30/09 Application pin number 468000 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER 06 30 00 5 0 0068 0000 Tenant nbr name BLACK BALL FERRY LINE Application type description SIGNS Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 1200 Application desc 23 SF WALL MOUNTED SIGN ON TERMINAL 1 Owner Contractor PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES (360) 457 8527 WA 983620251 T C NORTHWEST INC 333 W PINE ST SEQUIM (360) 683 6655 Qty Unit Charge Per 1 00 47 0000 PER S ALL SIGNS OR TO 25 SF Special Notes and Comments October 29 2009 5 44 59 PM sroberds The sign permit will result in placement of channel lettering of high density urethane for a total sign area of 23 sq ft in the CBD zone No land use issues anticipated Fee summary T:FormsBuilding Divis ionBuilding Permit Charged Paid Credited WA 98382 Permit SIGN Additional desc 23 SF WALL MOUNTED SIGN Permit pin number 155614 Permit Fee 47 00 Plan Check Fee 00 Issue Date 10/30/09 Valuation 0 Expiration Date 4/28/10 Due Permit Fee Total 47 00 47 00 00 00 Plan Check Total 00 00 00 00 Grand Total 47 00 47 00 00 00 Extension 47 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. io 30' Date /et ct h i4 der vrrro Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 1 2- II Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 1 2- II �TLL PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T.Forms /Building Division /Building Permit SIGN PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 For City Use Only Date Received 10- ermit 0 ate Approved Applicant or Agent R, Qr I( liaers0 n Mack &it hr /rb,ne Property Owner for+ of Fort' Art9e.. es Property Owner's Address p0 Bo c 1' Pori fj Je Contractor /Engineer c jUcrtytwe_s>' Z nc Contractor /Engineer's Address 333 u/, p,ne License TC. N c y 2 i r Trnuna! Phone l 362o q5 7 4 151 91 Phone 3&,b_ ys-7 gs-a-7 WA 983102 pz 5 I Phone (.9_3 3- (o foss u.l1 98312- Expires y/9 /2o /b Project Address /d/ T ,Qal. /,coact t Angeles JIM 98362- Business Name /9 /ac k &0 `rrrl j- ,n Parcel Number Pjy1,4 Ta4C• 3 Lot Zoning e8 p Submit an 8 "x 11 "site plan three sets of plans that include. Type of sign (wall- mounted, projecting, freestanding, illuminated, other Placement and sq. ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See `Chapter 14.36 Sign Code" of the City of Port Angeles Municipal Code for sign requirements. Sign Tvpe Brief Description. (Type, location, sq. ft.) Sign #1 C /Qnnid j fkr, h' p44ens Ur,Aan 2" /�i�ck rnc%vletual'jeikrS, 23 SE, c Rep/aun ,t.n i 614 s n oil -fro n# Rai /raced 4v, termrna0 Sign #3 Sign #4 Totals (Unit charges Quantity multiplied by quantities) Sign(s) Tvpe of Sign Valuation 1, Z-0O 00 Unit Charge $47 00 x d® W7 All signs less than or equal to 25 sq. ft. $85 00 x Wall sign or marquees, over 25 sq. ft. $115 00 x Freestanding sign or projecting sign, over 25 sq. ft. GRAND TOTAL c-'t Make Checks Payable to City of Port Angeles Credit Cards (Except American Express) are accepted Existing sign(s) area 1 2— sq. ft. Proposed sign(s) area Z-3 sq. ft. Total sign(s) area 3 S sq. ft. Building facade area (height 12• S ft. X width ai6.5 ft.) 510-$ 1S sq. ft. (If a building has more than one business in it, only measure the area of the building facade that is used by the business applying for this permit.) 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 /022-0`, Print Name Ri41 h toel;Sa77 Signature T:Forms /Building Division /Sign Permit Application.doc g7:- :Site Plan .details Black. Ball Ferry .Line Two 'signs— one -on each terminal building. Type.ofSign Wall mounted, channel letters with each letter independent of one anothe thickness High Density Urethane 'Placement and.Square Feet Both :signs are the same.desi:n exce•t size .23 square lepton terminal #1 31.5 square feet on. terminal #2 How the signs will be attached Separation Distance I is .2" Crary OF PORT ANGELES Construction Plano- The Issuance of this: permit- based:'upon these 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 frorn preventing :buildiing- .operations'being: carried on thereunder when in wiolationrof. all codes and ordinances of this .jurisdic ion Apr¢ of Date -1-- 4- t They will be placed on the upper right hand side of each terminal building facing south The sign contractor suggested silicone adhesive for mounting on the north building (terminal #2) For the Front building (terminal #1) they suggested; mounting the letters on a raceway of wood (matching the current building color This will make it possible to easily take down the sign to re -use when we remodel or replace the building. Although the signs will only project 2" from the building, the distances from the ground are approximately 10 2:feet for terminal #1 and 17 feet for terminal #2. tt l� s. SIGN PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 TC_No Ali 4s .z T Expires ),/k6 For City Use Only Date Received Z -0 Permit le 0 ate Approved 4 1 Applicant or Agent la r er ,so-Y� /ac-lc t Ftr,�y Line Phone 3(pp- /S -l}4l `?1 Property Owner Pc r f. o f o Angeles Phone 360 Li 5 $52,7 Property Owner's Address Po (3 1 Port Ange-les l,✓A 983 &Z 02 1 Contractor /Engineer c r-4 rnc Phone 083- &495$ Contractor /Engineer's Address 333 trJ Pin.. at- License Terminal itZ /?/2o/ Project Address /4/ E". y e a r Apiefer, Wit 98.74,z- Business Name 05/ 4 /3k. y L.r•.L Parcel Number p ,q y l 3 Lot Zoning C 0 Submit an 8 IA" x 11 "site plan three sets of plans that include. Type of sign (wall- mounted projecting, freestanding illuminated, other Placement and sq. ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See `Chapter 14.36 Sign Code of the City of Port Angeles Municipal Code for sign requirements. Sign Type Brief Description. (Type, location, sq. ft.) Sign #1 Sign #2 Sign #3 Sign #4 Cdit 1eirr5 fl helm /y ldrefil' "i Sxd'u/olMJ /ems 31 r ctr►cr�/s u Jer vtinJ0- 2 /3 tit" AlerfLoAn 4- erM,,1 JIJ 140.1 eivaiiKtiy /fists 'in sgn r_t a nii i f. Totals (Unit charges Unit Charge Quantity multiplied by quantities) $47 00 x $85 00 x $115 00 x es GRAND TOTAL S Type of Sign Sign(s) Valuation I/5 00 ou All signs less than or equal to 25 sq. ft. Wall sign or marquees, over 25 sq ft. Freestanding sign or projecting sign, over 25 sq. ft. Make Checks Payable to City of Port Angeles Credit Cards (Except American Express) are accepted Existing sign(s) area 0 sq. ft. Proposed sign(s) area 31 k 5 sq. ft. Total sign(s) area 31 5 sq. ft. Building facade area (height ZZ ft. X width lot- ft.) 13Caq sq. ft. (If a building has more than one business in it, only measure the area of the building fagade that is used by the business applying for this permit.) 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 1042- Print Name gl &w ,t.trY'1 Signature T:Forms /Building Division /Sign Permit Application.doc hj vp Mi Rr R CQ AR N lo nT qj PA o Nu 4 Site Plan details Black Ball Ferry Line Two signs one on each terminal building Type of Sign Wall mounted, channel letters with each letter independent of one another M thickness High Density Urethane CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said pia, specifications and other data, or from preventing Both signs are the same design except size building operations being carried on thereunder when in violation of all codes and ordinances of this juristltl mg o'.) 2eeL .7/CRC Approval Date By By (75 square feet on terminal #2 I I0" I tng•14, They will be placed on the upper right hand side of each terminal building facing south Placement and Square Feet 23 square feet on terminal #1 150 temc \r How the signs will be attached The sign contractor suggested silicone adhesive for mounting on the north building (terminal #2) For the Front building (terminal #1) they suggested mounting the letters on a raceway of wood (matching the current building color This will make it possible to easily take down the sign to re -use when we remodel or replace the building. Separation Distance Although the signs will only project 2" from the building, the distances from the ground are approximately 10 1/2 feet for terminal #1 and 17 feet for terminal #2. 4 4 -e. r m bt aC I I -er m i A.aJ -w 2 ARCHITE CTLJRE ENGINEERING Aprn19 2009 Rian Andersen District Manager Black Ball Ferry Line 101 East Railroad Ave. Port Angeles, WA 98362 Dear Rian. RECEIVED CITY OF PORT ANGELES BUILDING DIVISION 1 RE RECORD DOCUMENTS FOR REPAIRS AT PORT ANGELES FERRY TERMINAL, PORT ANGELES, WA After reviewing the sketches and correspondence of the recently completed repairs to the superstructure and substructure at the Port Angeles Ferry Terminal Pier, it is our conclusion that the repairs are in conformance with our original design cntena. Our design cntena is enumerated in our letter dated January 30, 2009 The sketches and a copy of our letter is attached. In addition to the repairs to the superstructure (i.e decking, stringers and girders) new steel beams and piles were added. The steel beams were to provide supplemental support to the superstructure Piles were added to supplement and /or replace existing piles, which were deemed to be suspect. This pile review was done previously by others The new piles have a reported capacity of 15 tons, which is sufficient for the superstructure and consistent with our ongmal design cntena. The steel beams and associated piles are to provide supplemental support to the existing superstructure These steel beams and piles are totally supplemental to the existing structure and not required currently, but do provide an additional factor of safety Analysis of the new steel beams and associated piles reveals that these are sufficient to support a partial failure of the existing neighboring beams and piles. In the event of partial failure of piles and beams on one side of the new steel beam only, the allowable capacity of the failed existing structure is limited to 40% of the full capacity 8697 Gage Boulevard I Kennewick, WA 99336 P. 509.735 1589 I F- 509 783 5075 www.meierinc.com r If you have any questions, please let me know Paul M. Giever S.E. Project Manager PMG•sjm Project No 5959 Letter No 09 -296 Global Excellence by Design www.meierinc.com INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN Vr A2 "Ai) FINAL go i> COMMENTS Application Number 09 00000215 Date 3/09/09 Application pin number 210965 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER 06 30 00 5 0 0068 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc Security system keypad and sensor Owner Contractor PORT OF PORT ANGELES PO BOX 1350 PORT ANGELES Permit Fee Total Plan Check Total Grand Total WA 983620251 75 00 00 75 00 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 HI TECH SECURITY INC 723 E FRONT ST PORT ANGELES (360) 452 2727 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 142646 Permit Fee 75 00 Plan Check Fee 00 Issue Date 3/09/09 Valuation 0 Expiration Date 9/05/09 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL LIMITED 1ST 1500 SQ FT 75 00 Fee summary Charged Paid Credited Due 75 00 00 75 00 00 00 00 WA 98362 00 00 00 Date FROM HI —TECH ELECTRONICS City of Port Angeles Permit Application Building DNIStonlElectrkaI Inspections 321 fast Firh Street P.O. Boy 1150 Port Angeks Washington. 99362 Ph: (960) 417.4735 Far: (300) 417.4714 Dale: 5/61 (01 1 18 2 Single Family Dwelling Multi-Family or Commercial Commercial Addition Alteration Remodel Repair Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 101 .sperT' .5 A.1Rc ■..tf Building Square Footage: Signature of owner, electrical contractor or eleariwt administrator R F E I D 8560 MAR 6 2009 LIGHT DEPT Mar 06 2009 12 52PM P1 Description of above Ago fa Kt t Z b A Paw s 5.j To gets T� (,7 1r-eMr� 3 Owner Information Contractor Information Name: 2c S�ZL e0(- Name: Hi Tech security Tzic Mailing Address: .t 0 l f. RR.t .OAo A.� MailirgAddrese: 723 East Front St City Pow- f nit lt1 State: Zip: 92 14 2— City' Port Angeles State: via lap: 98362 Phone: 340 '47- W-1 1 Phone; 360 452 2727 3Gn -44 5'2 0=70 License SI /Exp. License 1/ Ezp. AZTECTS95513S Unit Charge QJt Total (Qv Multiplied by UnitCharne1 5 93,75 S Serviceffeeder200 5113.75 5 SeswealFeeder201.400Amp. 5160.00 5 Son icalf ender 401600 Amp. 5205.00 5 Service/Feeder 601.1000 Amp. 5291.25 5 SarvicelFeeder over 1000 Nnp. 5 200 5 Branch CirvuitW /Service Feeder S 57.50 5 Branch Circuit W10 Service Feeder 5 2.00 S Each Addttional Branch Circuit 5 72.50 5 Temp. Service/ Feeder 200 Amp. S 85.25 5 Temp. Service /Feeder 201- 40010p. 511625 5 Temp. SarvicelFeeder 401-6600 Amp_ 5131.25 5 Temp_ Service/Feeder 601-1000 Amp. S 75.00 5 Pail to Pedal Hourly 5 89.00 Sign/DAN,Lightng S 75.00 5 00 Signal Circus/ Limited Energy CommereM 5 50.00 S Signet (Snout/ Limited Energy 1 2 Family Dwelling 50.00 5 Signal Cireuill Limited Energy Multi -Family Dwelling 5 93.75 5 Mantlecaved Nome Connection S 80.00 S Renewable Elecbied Energy 51(VA System or Less S 80.23 .5 First 1300 Square Ft 5 27.50 S Each Additional 500 Square Ft, or Portion of 5 57.50 5 EaohOutbndt6ingor Detached Garage 5 85.25 S Each Swimming Pool cr hot Tub 5 43.75 5 Thermostat S Total Owner as defined by RCW.19.28.261. (1) Owner will occupy Ines/mere for Iwo years after this electrical permit is finalized. (2) Owner is required to hire an electrical eontractorif above said property it larsale, rent or lease. After reading the above statement, I hereby certify that t am tho owner of the above named property or a licensed electrical contractor. I am making tho eiectrtcai Installation or alteration in compliance with the oketttcaI Taws, N.E.C, RCW. Chapter 1928, WAG Cbapter2SS.46B,1he City of Per Angelee Municipal Cede, and Utility Specifications. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000111 Date 2/04/09 Application pin number 657552 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER 06 30 00 5 0 0068 0000 Tenant nbr name BLACK BALL TRANSPORT INC Application type description COMM REPAIR Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 50000 Application desc REPAIR FERRY DOCK REPLACE WITH STEEL PILES Owner Contractor PORT OF PORT ANGELES MANSON CONSTRUCTION CO PO BOX 1350 PO BOX 24067 PORT ANGELES WA 983620251 SEATTLE WA 98124 (360) 417 3427 (206) 762 0850 Structure Information 000 000 REPAIR FERRY DOCK USE STEEL PILES Permit BUILDING PERMIT COMMERCIAL Additional desc REPAIR FERRY DOCK Permit pin number 141218 Permit Fee 670 25 Plan Check Fee 435 66 Issue Date 2/04/09 Valuation 50000 Expiration Date 8/03/09 Qty Unit Charge Per Extension BASE FEE 417 75 25 00 10 1000 THOU BL -25 001 50K (10 10 PER K) 252 50 Special Notes and Comments February 2 2009 5 08 12 PM sroberds The project is considered repair and maintenance and is exempt from further shoreline permitting No land use issues anticipated No change of use Public Works Utility Engineering has no requirements for this plan review Other Fees Fee summary T.FormsBuilding Division/Building Permit STATE SURCHARGE 4 50 Charged Paid Credited Due Permit Fee Total 670 25 670 25 00 00 Plan Check Total 435 66 435 66 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1110 41 1110 41 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void tf 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 20 o P /Q 4 L> oierso n Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING FINAL Date Accepted by Under Floor Slab 417 -4750 Rough -In I Building Water Line (Meter to Bldg) 417 -4815 04- I k- 09 Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. FINAL Date Accepted by Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 I Building 417 -4815 04- I k- 09 "3 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. T Forms /Building Division /Building Permit D 0 January 30, 2009 Rian Anderson Distnct Manager Black Ball Ferry Line 101 East Railroad Ave Port Angeles, WA 98362 Dear Rian. Existing Conditions Findings 4x8 decking MEIER Enterprises, Inc 8697 Gage Boulevard Kennewick, WA 99336 phone 509.735.1589 fax 509.783.5075 www.meierinc.com CITY OF PORT ANGELES BUILDING DIVISION RE PERMIT ASSISTANCE FOR REPAIRS AT THE PORT ANGELES FERRY TERMINAL, PORT ANGELES, WA We have performed a structural analysis on the western Port Angeles ferry pier located in Port Angeles, WA. Based on our analysis, we concluded that the existing structure is sufficient to resist design basis vertical loads. Currently there are repairs underway to replace some of the pier superstructure. Replacements of the decking, stringers, and girders with in -kind materials on the superstructure would be consistent with our analysis, and would be adequate for design basis loads under the 2006 International Building Code (IBC) We have used a truck with a 16,000 pound maximum axle, which matches the load limit posted on the canopy Our analysis also considered loadings from several pieces of equipment called RPM s that are planned to be placed on the pier later this sprang. These RPM s limit traffic to select lanes Since the RPM is lighter than a truck, the stresses on the decking, stringers, and girders are actually less at the RPM's than where the traffic is not limited to select lanes Therefore the pier is adequate to support the future RPM s. The dock s driving surface consists of a layer of asphalt concrete on top of 4 x 8 decking that is laid flat, and closely adjacent to one another Beneath the decking are a series of 6 x 12 rough sawn stringers spaced at a maximum of 24- inches on center The span measured for an individual stringer was about 10 feet. Rough sawn 12 x 13 girders, varying in their direction of loading, support each stringer Circular wood piles support each girder at about 10 foot intervals The existing 4x8 wood decking under design basis vertical loads (vehicle loads, weight of asphalt concrete, and wood decking self weight) is loaded at 3% under the allowable stress level. Under future RPM loads, the decking is significantly under allowable stress levels 6x13 stringer The existing 6x13 stringer under design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, and stringer self weight) is 4% over the allowable stress level. The loads were spaced to determine the worst possible condition. Although slightly overstressed, this is an acceptable condition due to the conservative nature of the loads. Under future RPM loads, the stringers are 4% over the allowable stress level. 12x13 girder The existing 12x13 girder under design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, stringer, and girder self weight) is 8% over the allowable stress level. The loads were spaced to determine the worst possible condition. Although slightly overstressed, this is an acceptable condition due to the conservative nature of the loads Under future RPM loads, the girders are 3% over the allowable stress level. Piles Under existing conditions with design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, stringer and girder self weight), the piles support a maximum of 11 tons. Under the future RPM's, the maximum pile load will be 13 tons. Assumptions For our analysis, we used the following assumptions Wood grade Douglas Fir Larch Select Structural. Deduction for wet use 0% Deduction for treatment: 15%. Vehicle 16 000 pound axle (WSDOT 3S2 Truck also reviewed) These assumptions have been reviewed with the Black Ball s project manager Future RPM equipment Complete Cargo RPM units Weight 7 100 pounds, size 1 75 x 3 17 x 15 tall typical of 2 units. Complete passenger car units Weight 4,000 pounds, size 1 75 x 3 17 and 7 5 typical of 4 units. Wind speed. 100 mph, Exposure D Importance factor 1 0 08 -5959 2 01/30/2009 Conclusions The existing 4x8 decking may be replaced by new Douglas Fir Larch Select Structural 4x8 (nominal dimensions, 3 %2 "x 71/4 actual) lumber laid flat. The existing 6x13 stringers may be replaced by new Douglas Fir Larch Select Structural rough sawn 6x13 (actual dimensions) lumber The existing 12x13 girders may be replaced by new Douglas Fir Larch Select Structural rough sawn 12x13 (actual dimensions) lumber The girders may be placed with either the 12" or 13" dimension vertical. If treated, the manufacturer of the treatment shall certify that treatment does not reduce allowable stresses in excess of 15% Additionally, the pier structure is adequate to support the addition of future RPM equipment and no additional structural reinforcement is required. Please let me know if you have questions Paul M. Giever, S.E. Project Manager PMG•sjm Project No 09 -5959 Letter No 09 -063 08 -5959 3 01/30/2009 V-v:61 (2/19/2009) James Lierly Re Black Ball Permit Page 1 From James Lierly To Rian Anderson Date. 2/18/2009 7 53 AM Subject: Re Black Ball Permit Thanks for your help Rian. Jim Lierly Building Inspector City of Port angeles 360 417 -4816 jlierly @cityofpa.us 'Rian Anderson' <randersonCTcohoferrv.com> 2/17/2009 3 35 PM Hi Jim, I just wanted to give you a message that I will be providing you with the stamped engineer's letter regarding the completion of the dock work as soon as I get my hands on it. Thanks for your patience, Rian Anderson Black Ball Ferry Line t Applicant or Agent B ia.ck Bail i rans p Inc PhOISef 3(o0 '157 949 I Property Owner Por+ of Port Ancjete -s Phone .3tob- -I 17 342-7 Property Owner's Address 338 w F Ifs+ 5}. 'Po box ►350 Pori Ancy k5 WA g831L2 Contractor /Engineer Mnxnse, n Co ;-,4rtic 410 n Phone Loco 7L2 ono Contractor /Engineer's Address r s2ov E. Moo 51n.L:I W0.y Sce; too 3:4 No141 SeatNe In c/612 -4 License Expires 3-1- o q E -mail 51 s`1 NIANSBNCou3°rRucr M AtJe,nr, M 2- iM 1 roW.cory PROJECT ADDRESS Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician b -er 321 E. Fifth St. Port Angeles WA 98362 q 20 (360) 417 -4815 fax (360) 417 -4711 .(1 2, Parcel Number 5 e> 0 05 -00 0 [o g 1 01 L R A it ROA /-V t Existing (sq. ft.) Proposed (sq. ft.) Other 4/150 OSO For City Use Only ate Received 2-2- (3c Permit ate Approved PORT A- Kg=1ELt: WA 98362 Lot Z J31k 1 Zoning Cewf raQ BIAS, Hess Project Type Brief Description. Check all that apply New Construction Residential pit Commercial Multi- family Industrial. Addition Remodel Repair _apair Gerry bor_4 tc.r la( e cre,sefe pats w,l-h sfee/ pi /es rtplaty thin ,yrrs' )pc krn /t rtcl asphaa/7' 4.1 ken n_ AA-4 Us` r fn iu J Lan e- ads czt a 2 6-11,A1^ 1 Heat pump wood-burning stove gas fireplace pellet stove other x 3 Re -roof Demolition Heat System Other /a-4e x Z per sq. ft. TOTAL VALUATION 60, ooO 00 Total footprint of structures sq ft. T Lot size sq. ft: Lot coverage lo Max. height of proposed structures ft. Occupancy group of bedrooms WII 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 to working on projects. Date 2? 0? Print Name ,q sac. rr nol-e s o pi Signature ns PURPOSE Repair ferrp -dock APPLICANT Black Ball Transport .Inc PROPOSED Repair fer.r} dock replace 18 creosote pile= wI steel or plastic piles DATUM MLLVV 0 feet USACE REF IN NEAR. CO Port Angeles Harbor F ort. Angel es Clallarn STATE WA ADJACENT PROPERTY OWNERS 1 city of Part Angeles 2 Port Angeles Landing LL( ADD -RESS 101 E Railroad Ave Putt Angelo WA 98362 .SHEET 1 OF 8 DATE IHpterr ber 15 2008 Port Angeles, WA Port.Angel.es Harbor vu's,. e;n..tZ* .•:._anasr}.:.v,- -tip. Black Ball Terminal VICINITY MAP —PORT ANGELES, WA PURPOSE Repair ferry dock APPLICANT Black Ball Transport Inc PROPOSED Repair ferry dock replace 18 creosote piles w/ steel or plastic piles DATUM MLLW 0 feet USACE REF IN NEAR. CO Port Angeles Harbor Port Angeles Clallam STATE WA ADJACENT PROPERTY OWNERS 1 City of Port Angeles 2. Port Angeles Landing LLC ADDRESS 101 E Railroad Ave Port Angeles WA 98362 SHEET 2 OF 8 DATE September 15 2008 25 ft MLLW \l` 15 ft MLLW 2 ft MLLW 0 ft MLLW 6 5 ft MLLW (=MHVV) 7 1 ft MLLW =MHHW) `Ik 12 ft MLLW 10 ft MLLW West Timber Pier to be repaired PPdestrf .Traft c Turning Knuckle to be repaired Walls to be repaired Trent fer Span N N pitlevetierts approximate or 0on 1 City of Port Angeles gatrida ta�ietik NERal o asAntniue ..d. 1. City of Port Angeles BLACK: BALL FERRY TERMINAL PLAN VIEW PURPOSE Repair ferry dock APPLICANT Black Ball Transport Inc .PROPOSED Rep air ferry dock replace 1.8 creoscitepileS w/ steel or plastic piles DATUM tyILLN 0 feet USACE REF 'IN Port Angeles Harbor NEAR. Port Angelet,' CO Olallarri STATE WA ADJACENT PROPERTY OWNERS 1 City of Fort Angeles 2 Port Angeles Landing W ADDRESS 101'E PailroalAve Port Angeles Vf- 98362 .SHEET 3 OF 8 DATE September F 2008 0,0 At' 2flM1LW 4 PAILW 1=1 47, ,0401 1 ArJ" 71 1944 (41444,0 S tifli are pation 37 W' 49 4 43. 411- C 13' 6 F J' TT NOTES Creosote-treated-wood pile, 12-to 18-in-dia, to be replaced with 12-in-dia steOlpile r- Area of asphalt, decking, II and stringer repair Creosote pile to be replaced a Alternate creosote pile to be replaced if shorter I-beam is used l-beam (rnax length 100 ft) No of piles per I-beam length 9,piles for 100 ft 6 piles for 52 ft 4 piles for 30 ft Deck reinforcement area SCALE. AMINOMMINIF 10 ft Elevations approximate WEST PIER AS BUILT WITH PROPOSE REPAIR PLAN VIEW PURPOSE Repair ferry dock APPLICANT Black Ball Transport Inc PROPOSED Repair ferry dock replace 18 creosote piles w/ steel or plastic piles DATUM MLLW 0 feet USACE REF IN Port Angeles Harbor NEAR. Port Angeles CO Clallam STATE WA ADJACENT PROPERTY OWNERS 1 City of Port Angeles 2 Port Angeles Landing LLC ADDRESS 101 E Railroad Ave Port Angeles WA 98362 SHEET 4 OF 8 DATE September 15 2008 New I -Beam F G 10 ft NOTES Typical Construction TYPICAL PIER -NOT TO SCALE Deck elev 19 ft MLLW New steel piles 15 to 20 ft OC Station 51 Station 50 5 I Asphalt Decking Stringer Pile Gap 1 1/2 to 2 in asphalt layer 4 X 8 in treated decking 6 X 13 in treated stringer 12 X 14 in pile cap Replace 12- to 18- in -dia creosote- treated wood piles with 12- in -dia steel piles Replace creosote treated wood stringer with steel I -beam PIER AS BUILT CROSS SECTIONS WITH PROPOSED REPAIRS Rian Anderson District Manager Pnrt Angel vs T 360 457 4491 F 360 457 -4493 E randerson @cohoferrycom [•1 /3 /ack/3a// FERRY L /NE BLACK BALL FERRY LINE 101 E Rae ad Av Po Angele Washingto 98362 www cohore ry corn WRITE IT DON'T SAY IT TO 5' iea 6. .ote „Az �-e 6✓ 4 7 4 .1 A- -frce c/-Q/! r�arK c .-.mow✓ JAL O1 Ma E(aa mall ?aa atirmct, lac. INTER OFFICE MEMORANDUM DATE 0 9 a-A.e !1072 7 ,'o vie a et_ rely? atA- -44 v LA1-4 „Ai 02A FROM tz-kt REPLY HERE TO DATE /elk. /1.- FROM January 30 2009 Roan Anderson District Manager Black Ball Ferry Line 101 East Railroad Ave. Port Angeles, WA 98362 Dear Rian. Existing Conditions Findn 4x8 decking: MEIER Enterprises, Inc 8697 Gage Boulevard Kennewick, WA 99336 phone 509 735 1589 fax 509 783.5075 wwwAleierinc.c nt taJa Sp c.)/ �L l i z o[ c 14ot, ty 6, 6e i( Nvwrko/L RE PERMIT ASSISTANCE FOR REPAIRS AT THE PORT ANGELES FERRY TERMINAL, PORT ANGELES, WA We have performed a structural analyses on the western Port Angeles ferry pier located in Port Angeles, WA. Based on our analysis, we concluded that the existing structure is sufficient to resist design basis vertical loads. Currently there are repairs underway to replace some of the pier superstructure. Replacements of the decking, stringers, and girders with in -kind materials on the superstructure would be consistent with our analysis, and would be adequate for design basis loads under the 2006 International Building Code (113C) We have used a truck with a 16 000 pound maximumm axle, which matches the load limit posted on the canopy Our analysis also considered loadings from several piCCCS of equipment called RPM s that are planned to be placed on the pier later this spring. These RPM s lnnet traffic to select lanes Since the RPM is lighter than a truck, the stresses on the decking, stringers, and girders are actually less at the RPM s than where the traffic is not limited to select lanes. Therefore, the pier is adequate to support the future RPM s. The dock s driving surface consists of a layer of asphalt concrete on top of 4 x 8 decking that is laid flat, and closely adjacent to one another Beneath the decking are a series of 6 x 12 rough sawn stringers spaced at a maximum of 24- inches on center The span measured for an individual stringer was about 10 feet. Rough sawn 12 x 13 girders, varying in their direction of loading, support each stringer Circular wood piles support each girder at about 10 foot intervals. The existing 4x8 wood decking under design basis vertical loads (vehicle loads, weight of asphalt concrete, and wood decking self weight) is loaded at 3% under the allowable stress level Under future RPM loads, the decking is significantly under allowable stress levels. 6x13 stringer The existing 6x13 stringer under design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, and stringer self weight) is 4% over the allowable stress level The loads were spaced to determine the worst possible condition. Although slightly overstressed, this is an acceptable condition due to the conservative nature of the loads. Under future RPM loads, the stringers are 4% over the allowable stress level 12x13 girder The existing 12x13 girder under design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, stringer, and girder self weight) is 8 over the allowable stress level The loads were spaced to determine the worst possible condition Although slightly overstressed, this is an acceptable condition due to the conservative nature of the loads Under future RPM loads, the girders are 3% over the allowable stress level Piles Under existing conditions with design basis vertical loads (vehicle loads, weight of asphalt concrete, wood decking, stringer and girder self weight) the piles support a maximum of 11 tons. Under the future RPM s, the maximum pile load will be 13 tons Assumptions For our analysis, we used the following assumptions Wood grade Douglas Fir Larch Select Structural. Deduction for wet use 0% Deduction for treatment. 15%. Vehicle. 16,000 pound axle (WSDOT 3S2 Truck also reviewed) 'These assumptions have been reviewed with the Black Ball s project manager Future RPM equipment o Complete Cargo RPM units Weight 7 100 pounds, size 1 75 x 3 17 x 15 tall typical of 2 units. Complete passenger car units Weight 4 000 pounds, size I 75 x 3 17 and 7 5 typical of 4 units. Wind speed 100 mph, Exposure D Importance factor 1 0 08 -5959 2 01/30/2009 h. Conclusions The existing 4x8 decking may be replaced by new Douglas Fir Larch Select Structural 4x8 (nominal dimensions, 31/4 'x 71/4 actual) lumber laid flat. The existing 6x13 stringers may be replaced by new Douglas Mr Larch Select Structural rough sawn 6x13 (actual dimensions) lumber The existing 12x13 girders may be replaced by new Douglas Fir Larch Select Structural rough sawn 12x13 (actual dimensions) lumber The girders may be placed with either the 12" or 13 dimension vertical If treated the manufacturer of the treatment shall certify that treatment does not reduce allowable stresses in excess of 15 Additionally the pier structure is adequate to support the addition of future RPM equipment and no additional structural reinforcement is required Please let me know if you have questions. Sincere] Paul M Geyer S E Project Manager PMG sjm Project No 09 -5959 Letter No 09 -063 08 -5959 3 01/30/2009 3 Ajp ,1 e, o c4, P ,54-T tr o I— 04 id 0 5y\A. c rt 1•- 1 1— cy-A te'■-• Group: B Owner of Business: Terry LtRoth Building Address: 101 E. Railroad Ave. No. 52 Building Official CERTIF ATE E' OCCUPANCY City of Port Angeles Building Division Post on the Shall not be remove This Certification issued pursuant to the requirements of Section, 301 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating Building construction or use. For the following: Use Classification: Business Building Permit No.: Business Name Odyssey Currency Exchange Type of Construction: V -N Address: POB 2001 Use Zone: CA Port Angeles, WA. 98382 Port Angeles, WA. 98362 November 16, 2005 Date cuous place. by Building Official. a r� ROUTING SLIP fi O� S S-� f ertificate of Occupancy 7.00 Certificate /Inspection Fee DATER 3 e 05 New Business (x Transfer of Business Location Change of Ownership New Building Remodel Temporary Business Change of Use Address of Propo.s.01 Business 1 C C. ✓�Al 0 Applicant L_ 7r_o Address Rag 7-66 Ia. i t l 9 —'7Z Phone: businesWS 2 2 6 6 hornet-Lc 71' Z'9 7 Brief description of proposed business rt it e^-' c-`i c -t t Legal Description: Lot Block Subdivision Current Use of Property FAY re 4H ►'/U/Q Zoning Classification of Property WILL THERE BE ANY OF THE FOLLOWING? YES NO Construction changes I\ THE FOLLOWING WILL BE REQUIRED: PERMITS BUSINESS LICENSE 1) Building 1) Taxi 2) Plumbing 2) Peddlers 3) Electrical 3) 2nd Hand Dealer 4) Mechanical 4) Pawn Broker 5) Sewer 5) Dance 6) Sidewalk installation 6) Hotel Motel 7) Driveway installation 7) Fireworks 8) Curb installation 8) Ambulance 9) Sidewalk obstruction 9) Tattoo shop 10) Water meter installation 10) Other Electrical changes Mechanical (heating, cooling, stoves) Plumbing changes .—,n— New or relocated signs X New septic tanks New sewer service Admission charged to patrons Is this a home occupation? Excavation of filling of lots Work done in City right -of -way Is there sufficient off street parking? 11) Fire New driveway openings 12) Occupancy 13) Sign 14) Shoreline 15) Home occupation 16) Conditional use 17) Other A grading plan for site drainage (parking lots, downspouts, etc.) Are the existing streets paved? Are there existing sidewalks? Is there curb and gutter? Other I hereby apply for a Certificate of Occupancy and acknowl- edge that I have read this application and state that the information I have supplied is correct to the best of my knowledge. Date Signed APPRO ED REJECTED Building Section Comments Conditions a?, c.�SC�'`3'f* A (?�)�d11 iG� 6., 41461(4 Public Works Department pivOe Planning Department r Fire Department 1 0 5 15 City Clerk si P.B.I.A. II— lc,-U- 01/04/2002 15:43 FAX 3604574628-- STRAITS ELECTRIC 01 ELECTRICAL PERMIT APPLICATION The Electrical Permit Application mutt be f Illed out completely. Masse type or reprint In Ink N you have any questions. please cell (360.417-4735 Fax number: (360) 417-4711 FOR OFFICIAL LSE O'L\ Dpmrwv r,nn„.. .7 s'r Daw Appn M Dale ban!' REQUEST INSPECTION C Owner or Elec Cantnactor Agent Agen Electric phone: 452 -9104 F 457 -4698 properly o R• wwneer to�CK1pct6LJ pc t Plane' V �1 Address ttOJ riv t� Cn )r ZP: 9g31. G• Electrical Connector Straits Electric License STRAIE *OaDS 9/03 phone 452 -9104 Address P.O. Box 2914 City. Port Angles, WA Zp 98362 INSTALLATION WIRED BY: OWNER t ELECTRICAL CONTRACTOR Credit Card' Holder Name- Straits Electric Billing Address. P. 'lox 2914 City Port Angeles, WA Zip .98362 Credit Card Number tote: VISA- X MC- PROJECT ADDRESS. r Cr3/4 tt�� nn E' X-1•41 TYPE OF WORK: Check all that apply. $Z1ew Aherat o9)Addition s L Residental Multi-family Commerelal Mobile Home Sq Ft. Remote Meter Detached garage Hot Tub Swim Pool Septic Pump Low Voltage Telecom- G S4 Number or Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT; (CIA to r 4 Electrical Heat Load Additions 1-a<`lj a o Service Information Baseboard KW Voltage: Fumace _KW 0 Overhead Service Phase: 1 3 O Heat Pump _KW Temp Service Service Size: Fan-Wall _KW Underground Service Feeder Size: PAMC 14.05.060(B): For industrial, commercial, residential projects larger than a duplex, a one line drawing of the Electrical Service Feeders, building size (sq. ft), load calculations. and the type of conductors and/or raceway is required and shall accompany the Electrical Permit application. 1 hereby certify that l have read and examined this application and know that same to be true and correct and I an authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required: it remains the applicants responsibility to determine what permits are required and to obtain such. Owner or Elec. Cont. Signature PW -9019 Credit Card Holder's Signatur ker /Christie Tucker Date: Date. 05/21/2004 08:46 FAX 9604574696„ STRAITS ELECTRIC ..._2004 /FEB /13 /FRI 09:10 AM -CITY OF PA'BLDG DEPT FAX No.3b0 417 4711 char...r Straits Electric aft (quit-ma Elecbicalconteetne et raits 2lectrtc Address P.O. Box 2914 1NSTALLATrou W1 D ay: OWNER Cradit card matderl4amei Straits aid Address: P.O. Box 2914 Credit Car1t Number. O 1 Cs /e_- Raja act PROJECT ADDRESS: TYPE OF WORK: Check Plit et apply kNeW Residential 0 Multi family aommerdal Mobile Home Sq. Ft Remote Mater O Detached garage Hot Tub Swim Pool Septic Pump 0 taw Voltage Telecom. Q Si4 Number of Ciradts added er eftrind:' l�'1C 7 DESCRIPTION Or THE ELECTRICAL PROJECT`_ Add e. /I U Y le co l 1 ,1 &i m lecMcal Heat joad Add Qun$ and orSttttractiens Baaboerd KW q Furnace KW 0 Heat Petitp TON 7 Fort-Wed KW 'ELECTRICAL PERMIT APPLICATION The Electrical Permit kietartian etas he ailed out oemoletety, Platy typo or reprint In Ind` It you have any 4ur5ens. pleas ea Deo) 41r -4735 Fen member IMO 417-4711 EIECTR?CAL COMRACTOR Electric r hereby certify that I have resd end examined this applies authorized to apply for this permit f und9rstand it i we required; it remains the 2,4M/cants responsibili Card Credit ca Haas& s Sig Owner 7r Elec. Car t. Sign Gas Port Angeles, WA Gni Port Angeles, WA L Date: 10 D Alteration/Additiun anuttead 'Service oTemp Service o underground Service 452 -9104 457 -4698 Far u. #-0 9la P. 002 �Q t "eo n Bo st' fiat° „rim," Service InfonrtaHOn Voltage: Phase: 01 0 Service Sew Feeder Stet that same to be true and correct, and 1 ar. fry's legal responsibility to detetmbre whatpell'hits e what pennits are required and to obis* suyi. ain r As_ i T fT 4 far cn ),l c i A,: (44ts t PERMIT FEE: S9 �/EI.ECtTt atpeRMRAPPLICAna to 1- /5 /la (fl 6 c f 6.1 C fc.c.7 Gtr 475 r er /Christ a Tucker Date: 98362 0 Y32. Qin t .rokamenr.oseaas Utis,r 0t 2* akae :452 =91 04 98362 VISA: X MC: D 5- 21-- n FOR OFFICIAL SE O Y Datr/Rec: Perm t p' Date Appro ed /7 63 ta. ELECTRICAL PERMIT APPLICATION The Electrical Permit Application must be filled out completely. E L re m Please type or reprint in ink. If you have any questions, please call (360) 417- 4735 ^y-- 1 1� Fax number: (360) 417-4711 I �-I^ E t� ec I 1 Ggrrc* 1 4mks Owner or Elec. Contractor Agent U41CS Property Owner: )QGe l�� V U Fern t Phone: Address: c Arna °r! IT`".°— City: 14 l 0. zip .cik36,l Electrical Contractor: -1 1A- El ejrc A ICS License ITEcts kp. 4:010 3 Phone-1/5 a7a Address: 1 ch 2 E 1 3 city r 1 en PtAl b) Wq. Zi J 0- REQUEST INSPECTION Phone- 45 O I al a Fax: l 7°c —3'560 INSTALLATION WIRED BY: OWNER IYfCECTRICAL CONTRACTOR Credit Card Holder Name Billing Address City: Zip: Credit Card Number I Exp Date: VISA• MC:___ VI W R Q t rG �d 4 r PROJECT ADDRESS TYPE OF WORK: Check all that apply: New Alteration /Addition Residential Multi- family CIS Commercial Mobile Home Sq. Ft Remote Meter Detached garage Hot Tub Swim Pool Septic Pump NI- t Voltage Telecom. Sign Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT: 1 n I 5 4 F tr c A t s S a-J "1 ve_ 1`'ton(TOr tit Electrical Heat Load Additions PERMIT F E 80 Service Information O Baseboard KW Voltage: Fumace KW Overhead Service Phase: 1 3 Heat Pump —TON LRA 0 Temp Service Service Size: Fan -Wall —KW Underground Service Feeder Size: I 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 permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signature' Date: Owner or Elec. Cont. Signature Date �/Z C: /EL ECTRICALPERM ITAPPLICATION BUILDING PERMIT OWNER/APPLICANT BLACK BALL TRANSPORT 101 E RAILROAD Port Angeles, WA 98362 360/457 -4491 T: CONTRACTOR BRUCH BRUCH CONST. 1706WHWY10 Port Angeles, WA 98363 360/452 -5388 PROJECT INFO Project Value: $500.00 SFD Units: 0 Commercial: 0 Project Type: DEMOLITION SFD SQ FT: 0 Industrial: 0 Occupancy Type: Garage: 0 Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: PROJECT NOTES DEMOLITION OF BLDG. PILLINGS NOT INCLUDED RECEIPT#8147 FEES ASSESSMENT Building Permit: $23.50 Plan Check: $0.00 State Surcharge: $4.50 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 Plumbing: $0.00 Mechanical: $0.00 Radon: $0.00 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 S: ISSUED: 10/08/2001 PROPERTY LOCATION 101 RAILROAD E Lot: Block: Li Long Legal Subdivision: BLACKBALL PROP. #0701201 Parcel No: 063000500685001 ARCHITECT N/A Misc Fee 1: Misc Fee 2: Misc Fee 3: 98360 -0000 360/000 -0000 TOTAL FEE: AMOUNT PAID: PERMIT NO: 13032 No r(1 -1-Ac— $0.00 $0.00 $0.00 $28.00 $28.00 BALANCE DUE: $0.00 (1 3 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. IN 64--4 c.N 10/g Of Signatu of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date PORTANGELES W A S H I N G T O N U.S.A. PUBLIC WORKS UTILITIES DEPARTMENT October 1, 2001 Black Ball Coho Ferry Wayne Barrett 101 East Railroad Ave Port Angeles, WA 98362 RE: Port Angeles Landfill Waste Disposal Application, WDA 01 -21 Building demolition (101 E Railroad Ave) Dear: Wayne We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for lead content. Based on the testing results the debris appears to be acceptable for use in the landfill. A_ copy of your approved application is attached. This approved application must be shown to the landfill scale attendant at the time of disposal. Please be advised that this disposal application is only for the building materials, quantities listed in the application but does not include creosote poles. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, Trenia Funston Engineering Specialist For Gary Kenworthy, Deputy Director of Engineering Services TF:tf Encl.: WDAO1 -21 Copy: Steven Evan Zenovic Assoc N:\P W KS\EN G INFER \W DAPPL1QO1 -21. W PD FILE: Landfill Solid Waste Disposal Applications 321 EAST FIFTH STREET P. 0. BOX 1150 PORT ANGELES, WA 98362 -0217 PHONE: 360 -417 4805 FAX: 360- 417 4542 TTY: 360- 417-4645 E -MAIL: PUBWORKS @CI.PORT- ANGELES.WA.US BUILDING PERMIT ISSUED: 6/05/2001 OWNER /APPLICANT PORT OF PORT ANGELES 115 RAILROAD Port Angeles, WA 98362 206/452 -6116 T: CONTRACTOR OWNER VARIOUS Port Angeles, WA 99360 206/000 -0000 S: PROJECT INFO Project Value: $500.00 SFD Units: 0 Commercial: 0 Project Type: COMM /REMOD SFD SQ FT: 0 Industrial: 0 Occupancy Type: COMMERCIAL Garage: 0 Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: CBD V4r] Ft r-1A L_ PROJECT NOTES CONVERT SUITE 202 INTO RESTROOMS FEES ASSESSMENT Building Permit: $23.50 Plan Check: $0.00 State Surcharge: $4.50 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 Plumbing: $0.00 Mechanical: $0.00 Radon: $0.00 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 PROPERTY LOCATION 115 RAILROAD E Lot: 5 Block: 1 Long Legal Subdivision: TLE Parcel No: 06300050006500 ARCHITECT N/A Misc Fee 1: Misc Fee 2: Misc Fee 3: 98360 -0000 360/000 -0000 TOTAL FEE: AMOUNT PAID: Signature of Contractor or Authorized Agent Date Signet PERMIT NO: 12700 $0.00 $0.00 $0.00 $28.00 $28.00 BALANCE DUE: $0.00 Q 1 RW SANITARY WATER DWY STORM_ DRA OTHER Separate Permits are required for electrical work, utilities, private and public improvements. This permit becomes null and void if work i construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days aft the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 1 we read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type will be complied with whether specified herein or not The granting of a permit does not pr- -ume to give authority to violate or cancel tl provisions of any state or local law regulating construction or the performance of constru w; n ner (!!der is builder) Date mo o r w I I'D �51 b 01 .2a 'l 010OF 'o mo o r w I I'D �51 b 01 .2a Applicant or Agent: Owner. fuX Address: /O e BUILDING PERMIT APPLICATION The Building Permit Pre-application must be filled out completely. Please type or print in ink. If you have any questions, please call 417 -4815 TYPE OF WORK: Woodstove Residential New Constr. Re -roof Garage Multi- family Addition Move g Commercial Remodel Demolition 0 Pct Repair Sign Yi T: \FORM S\APPS \Buildingpermit Phone: 4 p 0.COr Phone: 71vg City: :y: S n .sr�g `/2_ Phone: Architect/Engineer: Ile" +la yg License 'Fi/tJ;t> 'I�Exp: i I Phone: 417-07-05- Contractor x`11 ddr 25 W City: Zip A ess: r r 140,01) 4 ZONING: CA?) LEGAL DESCRIPTION: Lot: lock: Subdivision: Ape LAvtpi LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER:OG 360 o g-rr(c City: Credit Card Holder Name: Billing Address: Exp. Date: VISA MC Credit Card FOR OFFICIAL USE ONLY: Date it Permit Date Approved: Date Issued: SIZE/VALUATION: SF. /SF. SF. /SF. SF. /SF. TOTAL VALUATION $_2 9 BRIEF DESCRIPTION OF THE PROJECT: 12-( 9(. (pp 1r1V_L1srL CIkIlail COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: q es: Lot Size: Lot Coverage: /sq. ft. TOTAL LOT COVERAGE /sq•fl Existing Lot Coverage: /sq. ft. Proposed Lot Coverage: APPROVALS: PLAN PLANNING USE ONLY: BLDG Notes: DPW FIRE OTHER ESA/Wetland(s): Yes No SEPA Checklist required? Yes No Other: BUILDING PERMIT APPLICATION SUBMITTAL: Your application and site plan must be filled out completely to be accepted fa review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. You completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewe 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: Your plan check fee is due at the time the building permit application and construction plans are submitted. All othi 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, this application will expire. 11 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 the Uniform Building Code, current edition). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized to apply J this permit. I understand it is not the City's legal responsibility t d termine what permits are required; it remains the applican responsibility to determine what permits are required and to obtain s Applicant: Date: l Project Name: Black Ball Transport Address: 101 East Railroad Installer: The Fire Guys Telephone: 417 -0505 Type of System: Dry R -3 R -1 Com Date: January 21, 2002 Permit #02 -01 Additionally: PORT ANGELES FIRE DEPARTMENT 102 East 5th, Pon Angeles, WA 98362 360- 417 -4653 Fire Sprinkler System Plan Review We have checked this plan and find that it conforms to the requirements of our ordinance with the following exception: 1. Sprinklers subject to mechanical damage, such as those under the ramp, shall be protected with listed guards. 2. The floor plan of the building may possibly be changed. A complete set of as -built plans will be required at the end of the project. 3. The riser location is not noted on the plans. Please indicate the riser location on the as- builts. 4. The sidewall sprinklers shown incorporate an o -ring. If possible, a head that does not use an o -ring should be used. If possible, these heads should also be corrosion resistant. 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 applicable NFPA 13, 13R, 13D. 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. (R -3 exempt) 3. All electrical components shall be compatible with the fire alarm system voltage and as per PAMC and 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. FP 9 Page 1 of 2 5. All systems will require witness underground flushing, hydrostatic tests for system, and underground pipe schedule inspection by the Port Angeles Fire Department prior to being covered. (R -3 and R -1 require design sprinkler flow.) 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 Building Department Fire Copy Date t 2 m2. FP 9 Page 2 of 2 The Fire Guys 2509 West 19' Street Port Angeles Washington 98363 V:(360)417 -0505 or (866)887 -FIRE F:(360)452 -8074 13 120 110 100 90 80 70 m 3 60 0. 50 40 30 20 10 0 S 100 200 300 400 500 600 CP eve? 700 800 900 Q Flow, gpm (Multiply This scale by c vi pogo,- e- 130 pc, G1 1, G Fire Sprinkler Systems 1000 F+42.2D C C's>✓2 V 3urna- 7a .S'es, 0CDP A( 1 HAvo o 6teLij 1 C P`iLL 2 31 g pr.a <J. 1 _0 pc, Q12" Minn G i971 VA, �LI (03 PS' t\J w) h117d')"1- e n7.0.i "7 e 7 *'S 1:st.A$L 4 ir&o10fr 141tl °s C 12 maw V 1-119p,„e, 81Ites, HYDRAULIC CALCULATIONS I/ /tP m 4290 7 r FLOW IN G.P.M. PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH NORMAL PRESSURE NOZZLE IDENT. AND LOCATION PIPE SIZE q !b.5 Q 441 rf "I= sigiQ 11 F T L F T L F T 3.0 L I2,0 F T /2.0 L 12.0 F T I1•/3 L Lt e, F 5. T 1, L F T L II•6 F 3. S' T 1. F 3.5 T FRICTION LOSS P.S.I. /FOOT ,Go 31' .0/ 0054 13 �s MIES 350 PRESSURE SUMMARY Pc Pf ./6 Pt 9a, Pc •/S Pf O Pc 1. Pf •F/ Pt /3. Pe Pf Pe Pf •D(0 Pt Pc Pf .11 Pf Pt "1.00 Pe Pf 3 Pt ?•58 P Pt S•i3 IMO Pe .7 Pt /0.36 Pf /.25 Pt 2614 Pe Pf Pv Pt Pv Pn Pv 1449Ct Pt Pv Pn Pt Pv Pn Pt Pn ISM Pv LIS Pt Pt Pt Pv Pn Pt Pv Pt Pv Pn 1L 15., 2-6 51i EET BY {'37 DAT S- c =loo NOTES IS Q Y.S-er. 72'g `+55 �.S l 3 1 9. -1333 7,2 -193 HYDRAULIC CALCULATIONS leers ti Jinjl x/,4 115 09- P Pt 511EET BY DAT 7 OF 61.1. q !Cl 41.D 1 NOZZLE IDENT. AND LOCATION PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS P.S.I. /FOOT L P Pt ,'.t F 73-1 Pc f.3 Pv 77;1. /035 Pf t /S Pn L 2H1 Pt 4 Pt F ncf Pe P T wit ID 38 Pf 71.51 Pn L lo. P t76SI Pt Pe 2 15' Pv T :741 01 Pi•: +•%1. Pn Pt 77 A Pt L 5)).0 F Pe Pv D T. �j�•0 .C I'S1 Pf 1'� Pn L 34 Pt Pt i4 c 45,0 Pc Pv T D JL 4 Pf 1.74 Pn L Pt 7 Pt F P Pv T Pf Pn L Pt Pt F P Pv Pf Pn L Pt P t F P Pv T Pf Pn L Pt Pt F P Pv T Pf Pn L Pt Pt F P Pv T Pf Pn L Pt Pt F P Pv T Pf Pn L P Pt F P Pv T Pf Pn L Pt Pt F Pe P_ Pf Pn PRESSURE NORMAL NOTES SUMMARY PRESSURE V1041.4.1 4 t S'1.I,Nh ISO 2.5 Dec6O c(S 1577 FOR_CF4-) riKNrriy L vp FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH 1. F T IL• d I ?C?0 F L•o 510 L i4, F G T =3• 4231 L ISC F T /S.0 L E 7, T 1', L F T F v T "i• 6 L F T L Ji 7 F i T r• L 4 0 T !S,c L 1 3 Pt 7 Gc Ou 9: -;'S;. NOZZLE ID ENT. AND LOCATION NMI i® Q (a4 a re ,f INN T 14,i) F FRICTION LOSS P.S.I./FOOT T 'CO ,tI PRESSURE SUMMARY Pt 7era Pc Pf •CIS Pt tie Pc Pf •D'1 Pt $•05 Pf �j Pt 5 •9 Pe S2 Pf •02 Pc NORMAL PRESSURE Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pf .0 CONS Pt Pn Pt 1 D 1 ,00 NOTES 7FIS ?,1S �5.�f n• SHEET I OF BY iv^ r DATE .L i-2-2-1 FLOW IN G.P.M. PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PRESSURE P.S.I. /FOOT SUMMARY L 179.2 Pt 22.o1- F 5371 Pc 1.21 T. Z7�R ,OP?-7 P1 I3•9d L PI 3'7.21 Pe %•1th Pf I3.9C L C_' F T Pt Si,. C Pe Pf .3 L F PI 5 T.33 Pe Pf PIPE SIZE NORMAL PRESSURE NOZZLE 1DENT. AND LOCATION HYDRAULIC CALCULATIONS r 1- -3's. -I;3 FLOW IN G.I.M. EQUIV. PIPE LENGTH FRICTION LOSS P.S.I. /FOOT PRESSURE SUMMARY NORMAL PRESSURE PIPE SIZE NOZZLE !DENT. AND .00ATION FOR_ HYDRAULIC CC ALCULATIONS SHEET OF I_- IIY DATE I /ski 70.■*A CENTRAL BV -QR BVLO -QR 5 -01 Model BV-OR BVLO -OR 4.2, 5.6 8.0 K- factor Quick Response Standard Coverage Upright, Pendent Rec. Pendent Glass Bulb Automatic Sprinkler Tyco Fire Products www.centralsprinkleccom 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service /Sales: Tel: (215) 362 -0700 Fax: (215) 362 -5385 Technical Services: Tel: (800) 381-9312 1 Fax: (800) 791 -5500 should be considered, as a minimum, General along with the cnature ofthe chemical to which h the the sprinklers will be _EL Description exposed. Operation: The glass bulb contains a fluid The Central Model BV -QR, 4.2 5.6 which expands when exposed to heat. K- factor (7116" 1 /2" orifice) Model When the rated temperature is reached, BVLO -QR, 8.0 K- factor (17/32" orifice), the fluid expands sufficiently to shatter the class bulb. which then allows the sprinkler to activate flow water. WARNING The Vodei BV -QR BVLO -QR Upright, Percent Rec. Pendent Sprinklers descrbed herein must be installed and mairtained in compliance with this dccument. as well as with the applicable standards of the National Fire Protection .4sscc:aticn. in addition to the standards of ary ether authorities having jurisdiction. Pal/V:9 to dc so may impair the Integrity of these devices. The owner is responsible for maintaining their Fre protection system and devices in prccer operating condition. The installing contactor or sprinkler manufacturer sncuid be contacted relative to any questions. Figure 1 Cross Section Model BVLO-QR, Upright Sprinkler Upright, Pendent. and Rec. Pendent Sprinklers are quick response standard coverage, decorative glass bulb type spray sprinklers designed for use in light ordinary hazard. commercial occupancies such as banks, hotels. shopping malls etc. The recessed version of the Central Mod& BV -QR, intended for use in areas with a finished ceiling, uses a two -piece Model BV Res/QR Recessed Escutcheon (Vented or Unvented). The Model BV Res/OR Recessed Escutcheon provides up to 3/8 inch 19.5 mm) of total adjustment from the flush pendent position. The recessed version of the Central Model BVLO -QR. also intended for use in areas with a finished ceiling. uses a two -piece Model ELO Recessed Escutcheon. The Model ELO Recessed Escutcheon provides up to 3/4 inch (19.1 mm) of total adjustment from the flush pendent position. The adjustment provided by these Recessed Escutcheons reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. These sprinklers are available with a polyester coating that may be utilized to extend the life of copper alloy spnnklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although polyester coated spnnklers have passed the standard corrosion tests of the applicable approval agencies. the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of this corrosion resistant coating for any given corrosive environment. The effects of ambient temperature. concentration of rhurrnc;tls. .tad gas cherical velocity, OOMPRESSION SCREW auTTON ASSEMBLY DEFLECTOR '_.LPSS BULB OPERATING 'ELEMENT SPRINKLER FRAME GASKETED SPRING PLATE (BELLEVILLE SEAL) CENTRAL Standard Spray Upright, Pendent Rec. Pendent Sprinklers No. 1-7.0 Design Criteria The Model BV-OR BVLO -OR Upright, Pendent Rec. Pendent Sprinklers are Quick Response. Standard Coverage, Spray Sprinklers intended for fire protection systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency. The 4.2 K- Factor. Model BV -OR Sprinklers (Ref. Table 1) are UL ULC listed and NYC Approved for use in accordance with current NFPA standards. The 5.6 K- Factor, Model BV-OR Sprinklers (Ref. Table 1) for use in ULC listed and NYC Approved accordance with current NFPA standards, and FM Approved for use in accordance with the FM Loss Prevention Data Sheets. The 8.0 K- Factor. Model BVLO -QR Sprinklers (Ref. Table 2) are UL C -UL listed for use in accordance with current NFPA standards, and FM Approved for use in accordance with the FM Loss Prevention Data Sheets. The Model BV -OR BVLO -QR Sprinklers can be used with any metalic flush or extended escutcheon, provided the maximum ceiling to top of sprinkler deflector dimension specified in NFPA 13 is maintained. For recessed applications, only the Model BV Res/OR Vented or Unvented, (for 4.2 5.6 K- factor sorinkers) and ELO (for 8.0 K- factor sprinklers) Recessed Escutcheon Assemblies may be used. NOTE inquiries concerning the appropriateness of polyester coated sprinklers for a given corrosive environment should be submitted to the attention of the Technical Services Department. Polyester coated sprinklers are not suitable for use in open sprinkler applications. Installatio The Model BV -QR BVLO -QR Sprinklers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally. a small air bubble should be present. The diameter of the air bubble is approximately F5 C(0332 /nch(2.4mm)fforthe 250' 121"C rating. A leak tight 1T_- inch NPT sprinkler joint should be obtained with a torque of 7 to 14 Ribs. (9.5 to 19.0 Nm). A maximum of (Continued on Page 4) Figure 3 Model BVLO -QR, Upright, Pendent Rec. Pendent Sprinkler OUTER I` II ESCUTCHEON RING I r \...}±1../ WRENCH FLAT RECESSED SUPPORT CUP' 1 2.1/4" (57,2 mml Min. 2 -3/4" (99.9 mm) Max. 3 -1 /a" (82,6 mmF- ,51 mmi FINISHED CEILING LINE MODEL ELO RECESSED ESCUTCHEON Table 2 Laboratory Listings and Approvals, Model BVLO -QR Chrome Plated Temperature Bulb Rating Color Code Orange Red 175'F 79`C Yellow 135'F 57"C 11211 200`F 93"C 250 °F.121`C Green Natural Brass 1,2,3 1,2,3 1,2.3 1,2,3 1,2,3 1,2,3 1,2.3 -s 1. Listed by Underwriters Laboratories, Inc. 2. A by Underwriters actory Laboratories for use in Corporation. da (C -UL). 3. APP 11iodet s176 Standard est Standard Sprinklers Dry Hon SideWall Sp kiwi com Tyco Fire Products W4de Lansdale Pennsyll Fax: 1245) -5385 Customer omen Cannon /Sales: Customer Services /Sales: Tel: (215) Technical Services: Tel. (800) 381-9312 /Fax: (800) 791-5500 2 General Description The (1/2 inch orriifice Standard or auick y Cover- Standard Horizontal Sidewall Sprin- age, Dry kiwis are decorative deigned for in applications sprinklers ons wh e re e th e sprinklers applicatio where the andior a portion of the connecting piping may be exposed to freezing temperatures (e.g., horizontal piping extensions from a wet pipe sprinkler system through a wall to protect a freezer or unheated area of a build- ing). The Model S176 Dry Horizontal Side wall Sprinklers are available in standard response (5 mm bulb) or quick response (3 mm bulb) and in a wide range of operating lengths. The Model S176 S use S177 Sprinklers are intended o 6 Sp systems designed in in dance with sy accordance with the standard instal- l ation rules recognized by cable Listing or Approval agency ap (e.g., UL Listing is based on NFPA 13 requirements). They are designed for installation along a wall and just beneath a smooth ceiling. Installed with their centerline of waterway horizontal, these sprinklers produce a quarter spherical water distribution pattern that is predominately directed down- ward and outward from the sprinkler with a portion of the spray being di- rected towards the backwall. The Standard Escutcheon for the Model S176 is a separable two-piece design which allow installation lle testing of the sprinklers and pressure riot t t the fire protection system prior t on wall construction and /or app o per- m finish coat tota'wall wall. surface with- o it s refinishing of hating sy stem and rremove he protection sy sprinklers. Operation: When the Model f176 is in service, water is prevented th Plug entering the assembly t O -ring (Ref. Figure 2) in b the Inlet of the Sprinkler. The glass Bulb con- tains a fluid which expands when ex- posed to heat. When rated tern perature Is reached, the Hate expands sufficiently to shatter the glass Bulb, and the Bulb Spat is rs leased. The compressed push the then able to expand and p Water Tube as well as the Guide Tube outward. This action simultane_ ously pulls inward on the Yoke, the drawing the Plug 0-ring th to activate and flow water. sprinkler then allows WARNINGS The Model 5176 Dry Horizontal Side wall Sprinklers described herein must be installed and maintained in as compliance with this do sen aids well as with the app of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jus diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper opercting con- dition. The installing sprinkler manufacturer should bons. yr contacted relative to any questi questions. The Model S176 Dry be in- wall Sprinklers must only stalled u cements of the Design Criteria q section. CENTRAL Standard Escutcheon Technical Data Sprinkler Identification Nuombeel SIN C3335 SIN C3335 (Standard uick Response) Approvals roved. UL (Referdto ULC Table A) FM App Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread 1 inch NPT or ISO Connection R1 Discharge Coefficient K 5.6 GPM /psl (80,6 LPM /bartiz) Temperature Ratings Refer to Table A Finishes Sprinkler: Natural Brass, Chrome Plated, White Polyester Escutcheon: White Coated or Chrome Plated (Colors other than white are avail- able on request.) Physical Characteristics The Plug and Inlet are brass, and the 0-ring is silicone rubber. The Casing is galvanized carbon steel. No. 5 -6.5 Dry Pipe Valve Flange x Flange AF Manufactured by: Central Sprinkler Company 451 North Cannon Avenue. Lansdale, Pennsylvania 19416 E5 Product Description The Central Dry Pipe Valve is a dry pipe sprinkler system water supply control valve that makes possible the installation of sprinkler systems in buildings subject to freezing temperatures. It is designed so that air pressure in the piping system will hold back water pressure at the valve until such time as a sprinkler is activated. Upon such activation the air pressure in the system will decay sufficiently to cause automatic operation of the valve and admission of water into the system. The valve has a 5:1 pressure differential ratio. The overall clapper area, exposed to system air pressure, is five times the area sealing against the water supply. These two areas are concentric to each other, and are separated by an intermediate chamber normally maintained at atmospheric pressure. The Dry Pipe Valve Trim package includes the necessary valves, gauges, fittings and nipples to provide an air supply connection. priming water connection, drain connections, alarm connection, accelerator connections and alarm test bypass (Note: Accelerator trim sold separately). The Dry Pipe Valves are Listed /Approved with Central's Trim only. Any substitutions or omissions may void such Listings and Approvals, without prior approval from Central Sprinkler. Central's Air Maintenance Device easily installed, and is designed to establish and regulate system air pressure, utilizing either a factory air supply, or an optional automatic air compressor. Central's Accelerator (quick opening device) may also be easily connected to the Dry Pipe Valve Trim. The Dry Pipe Valve is available in the flange by flange style. The Valves are Listed by Under- writer's Laboratories, and Approved by Factory Mutual for use in fire sprinkler systems with a maximum working pressure of 175 psi. s Technical Data Model: AF Style: Flange Flange Size: 3" (76.2 mm) Approvals: U.L., U.L.C., F.M. Maximum Working Pressure: 175 psi Factory Hydro Test: 100°% at 350 psi (with dapper open) Standard Finish: Blue enamel Flange Specifications: AF Inlet Class 125 ANSI 616.1 AF Outlet Class 125 ANSI 616.1 Piping Take -Out: 13 (34.9 cm) Required Accessories: Standard Trim (as shown) Optional Accessories: Air Maintenance Device Air Compressor Accelerator and Trim Pressure Alarm Switch Water Motor Alarm Low Air Pressure Switch Mfgr. Source: U.S. Weight: Valve 80 lbs. (36.24 kg) Trim 38 lbs. 17.21 kg) 3" Dry Pipe Valve Trim No. 10 -3.2 Flanged Outlet Model AF Air Seat Ring O Inter. Chamber Connection (3/4" NPT) Body Water Seat Ring Priming Connection (3/4" NPT) ISED m 1u1 s �1`ItII�IIIh 0 WA. at J11111111111tIRNl 0 leutimittutt 1t ma Note: The Clapper Assembly may be removed d the t o t pin (P )e Valve by removing the two 3/8" plugs (#6) Parts List 3" Dry Pipe Valve (Model AF Part No. 2213) Identification Number Description Number 1 1 Required Part Number 1 1 Body 2 1 Water Seat Ring` 3 1 I Air Seat Ring* 4 2 Body Bushing 5 1 Hinge Pin 6 2 Pipe Plug, 3/8 -18 NPT 7 1 Clapper Assembly 8 1 Cover 9 1 Cover Gasket 10 6 Cover Bolt 3/4 -10 x 2" Lon 300 188 00 300-183 0 0 300 184 -00 300 187 -00 818 -10 -100 818 -12 -00 300 186 -00 300 -02 -000 300 -04 -000 600 -03 -000 Not field replaceable Figure 1 Dry Pipe Valve Section Air Supply Connection (3/4" NPT) n Cover Gasket 1 7/E 41,4" Main Drain Connection (1 1/4" NPT) Cover Bolt (3/41 Cover Clapper Assembly Body Bushing Pipe Plug (3/81 Hinge Pin 13 3/4" Air Compressor The compressed air supply for the dry pipe system is usually provided by a continuously available, electrically driven, air compressor which is automatically controlled to turn on and off at the designed minimum and maximum pressures, respectively. After initial pressurization of the system, the air supply is maintained through an in -line, 1/8" orifice in the piping of the Air Maintenance Device. The orifice is small enough that when a sprinkler opens, the air supply will not interfere with the operation of the Dry Pipe Valve by rapidly supplying additional air pressure to the upper chamber of the Dry Pipe Valve. The air compressor must be adequately sized to be able to bring the system air pressure up to the design level in 30 minutes or less. The required size of the air compressor in C.F.M., may be determined from the following equation: C.F.M. 0.012 X System Capacity (gallons), where C.F.M. is the free air delivery in cubic feet per minute based on standard air at sea level. c z0 s.0 3.0 2.0 1.0 0.5 0.1 Friction Loss For use in hydraulic calculations, the pressure loss through the Dry Pipe Valve may be expressed in equivalent length of schedule 40, C =120 pipe as follows: Drainage (per NFPA 13) The dry pipe system must be designed so that all portions of the piping system may be drained. In order to assure proper drainage: 1. Branch lines, cross and feed mains shall be pitched in accordance with NFPA 13, Sec. 3- 6.1.3. 2. Trapped sections of piping must be equipped with auxiliary drains as follows: a. If the trapped section is less than 5 gallons capacity, provide a 3/4" valve with plug or with nipple and cap. b. If the trapped section is greater than 5 gallons capacity, provide a drum drip (2" x 12" pipe nipple with a 1" valve on each end) with the outlet valve equipped with a plug or nipple and cap. Friction Loss 3" Valve 29 feet 100 200 300 500 1000 2000 3000 Flow in gpm 5 13 Installation General Dry Pipe Valves must be installed in a sprinklered area not subject to freezing conditions. such as a well lighted and heated valve house or similar enclosure having sufficient room to enable ease of installation, care and maintenance. Prior to installing the Dry Pipe Valve in the piping system. the water supply line must be thoroughly flushed to assure that no foreign matter is present. The valve must be installed in a vertical position in the system piping. Trim according to the Trim Assembly Diagram on page 7. Remove the hand hole cover and gasket and Check the valve clapper for freedom of movement. In order to place the Dry Pipe Valve into operation. the valve must be 'set" (see Setting Procedure on page 8). The system side of the valve clapper assembly must be primed '.vith water to the level of the priming connection. Note: Priming water is as follows: 3" 1/2 Gallon The system piping must be subsequently pressurized with air (or nitrogen) via the air connection. After priming and pressurization of the Dry Pipe Valve, the main system water control valve must be opened fully. After initial installation, the alarm test, main drain test and trip test(s) must be performed and the system reset and placed in service. It is recommended that Central's Automatic Air Maintenance Device be permanently connected to the system to avoid the possibility of false valve trips which may result from small piping leaks gradually lowering system air pressure. If difficulty in performance is experienced. Central Sprinkler Company should be contacted if any field adjustment is to be made. Aug -03 -98 08:40A CENTRAL -KENT A RISER MOUNTED OIL•LESS AND-1 Model AMID -1 is used when compressed air is supplied through an existing :actor✓ air supply or when using tank mounted units. MR MAINTENANCE DEVICES REQUIRED 3Y CODE for all Dry Pipe 'installations, ttansicla 'UL; FM Approved Ac Maintenance Devices eon -ol the amount of air available to be fed into the dry pipe sestet^ 50 that v o i e oi aiavailable wihile Two maintaining the system pressure does_ not e:tect the ability of the water to e g- ri g main styles Loners available corsui the factor-! Soo 345-8207 PAX 6:n- 2 4 -8 9 6 5 253 572 6547 AMID -2 Mede1 AMC -2 is used for automatic operation in conjunction with a dedicated air compressor for the sprirk.er system, such as base mounted P.02 C. Oil•less Air Compressors are fudv automatic and designed for easy installation. Selections shown will till the system to 40 ;SIG within 30 minutes as outlined m NPFA parmal let 13. a STANDARD EQUIPMENT: Units are full automatic and include pressure switch., check valve, safer, valve. Motors are single phase itairee phase available) and include thermal overload protection. Fractional horse power models are UT. listed'. Each unit comes standard with. Universal Riser Mounting Kit. Bubble Tight Check 6aire Built- l Thermal Ocerioad Protection Universal Riser haunting Kir inc:t aed Aug -03 -98 08.40A CENTRAL -KENT 1 I LkLL*LLL' [v_ r WI AM TMUI INUIT. AM CONIPIESSINIS DIMENSIONS (Inches) TANK BASE MOUNTED TANK MOUNTEC I CAPACITY W 11 I (gallons) MOTOR BASE TANK H.P. MODEL MODEL 60 CYCLE L20033' LT2CO33 1 1/3 L425100' L620100' LTe2C100' LT1600300' 3 L2000500' LT200O500' L2500500' 1 LT2500500' SYSTEM I CAPACITY MOTOR GALLONS I M.P. 50 CYCLE 50 CYCLE SYSTEM CAPACITY GALLONS 50 CYCLE LT425100' I 1 L1300300" LT1300300' !36575' LT36575' L900150' L'600300' LT900150' 1-1'2 2CC0 25CC 33 13 25 33 .3 25 1 90C 675 23 14 15 1 36 15 30 2 1 13'0 2 I 8C0 23 15 15 36 15 30 2 ..ten as t6 2B 40 18 44 30 Peter Tecn Da.a Sheets lot eol•age Ratings q.gngie Phase B.Thrae 'hase Sae -30 to Eno o' Noce) Nomeer to Soeclly S3 Cycle MASS COMESSORS Jni] 115 or 115/230 VAC only AM .30 to Eid of Node NambC 'c Specify 50 Cycle I l 253 872 6547 _J 6C4 IEFEERS CIRCLE EXTON, PA IU14 a P 03 RISER MOUNTED MODEL NUMBER` CL110 TANK MOUNTED MODEL NUMBER' CL1'016ACT '1' 1/2 314 215 33_5 425 01 2' 533ACT CL3355(IAC CL 01 21533AC CL33550AC OL42575AC OL525' 00AC 0L525100ACT 0L675'00.AC CL675100ACT C L800 50AC 10L800150ACT MOTOR H.P. '/6 1 -'r2 SYSTEM I SYSTEM I DIMENSIONS (inches( I TANK CAPACITY CAPACITY GALLONS GALLONS IRIS ER MOUNTED TANK MOUNTED I CAPA K 60 CYCLE 50 CYCLE I L I W 1 H I L I W I HHgallers' 11G 90 14 9 9 1 32 13.5 22.5 1 10 2C0 16 4 10 I 32 13.5 23 10 27G 18 11 9 32 1 3.5 23 10 340 1 17 11 9 32 13.5 23 10 9 32 13.5 23 10 10 35 14 24 20 600 640 ,n 9 ID 35 14 24 20 1 525 420 17 11 1 675 540 20 18 1 TRAL 590F 4 -01 Figure 590F Check Valve Tyco Fire Products www.tyco grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service /Sales: Tel: (215) 362 -0700 Fax: (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 Fax: (800) 791 -5500 E General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Figure 590F Fire Protection Check Valves are furnished with grooved ends and can be nstalled using grooved couplings. The Figure 590F can be installed with ANSI class 150 Flanges utilizing our Figure 71 flange adapters and also ANSI class 300 Flange Adapters. All Figure 590F Check Valves have been designed with a removable cover for ease of fieid maintenance. They may be installed in either horizontal or vertical piping systems. A Maintenance Check Valve Kit is available to allow the maintenance procedure of backflushing through the fire department connection.. without removing the Figure 590F Check Valve from the pipe line. Technical Data Figure: 590F Sizes: 2W, 3 4 5 6' and 8" Maximum Working Pressure: 300 psi (2068 kPa) Factory Hydro Test: 100% at 600 psi (4137 kPe) Seat and Shell Complies with test requirements of MSS SP -71, UL, ULC and FM Approvals: UL, FM, and ULC; See Fire Protection Submittal Sheet for exact Listing Approval information. Manufacturing Source: Domestic Body and Cap: Ductile iron conforming to ASTM A -536, Grade 65 -45 -12 Clapper: Stainless Steel Seal: Grade "E" EPDM; See Gasket Grades and Recommendations Sheet tor aid in selecting the proper seal. Protective Coatings: Valve Assembly Non -lead orange paint The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. CENTRAL Care and Maintenance Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and a Grooved Piping Products service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation. corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA). and /or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL. THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. FOREGOING WARRANTY IS MADE INL/E OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, Nn 1,1.2 n POTTER Potter Electric Signal Company 2081 Craig Rd., /P.O. Box 28480 St. Louis, MO 63146 (314) 878 -4321 (800) 325 -3936 MODEL PS10A PRESSURE SWITCH IS FOR SUPERVISING DRY PIPE SYSTEMS, WET ALARM CHECK VALVES P510 -1 A Single Switch Stk. No. 1340101 PS10 -2A Double Switch Stk. No. 1340102 INSTALLATIONS TEST PROCEDURES The Potter P51 OA Series Pressure Actuated 5 vetones are designed for the detection of a waterflow condition in a..'omatic fire sprinkler systems of particular designs such as wet systems with alarm check valves or dry pipe systems. They may also ce .s ed to provide a low pressure supervisory signal. They may be ac lusted to operate on pressure between 4 and 20 PSI. MOUNTING: Device should be mounted in upr.cnt position (threaded connection down). Reouires NEMA type 4 conduit hub for outdoor installations. TESTING: The operation of the pressure alarm switch should be tested upon completion of installation and periodically thereafter in accordance with the applicable NFPA standards and /or the authority having jurisdiction, but under no circumstances less than bi- monthly. WET SYSTEM: METHOD 1 When using P5104 and control unit nith retard connect PS 104 into alarm pod piping 011 the input side of retard chamber and Mer.lnc.111y connect PS 1OA to control unit that provides a retard to compensate for surges. Insure that no shut :if valves are present ,etw,'on th,e alarm check valve and PS104. MF_T HOD When using the PS104 for meal pelt application or with PRINTED IN USA MKT. #8810001 REV 0 MFG. #5400923 MODEL PS10A PRESSURE SWITCH Potter Electric Signal Mfg. LTD 1967 Leslie Street Don Mills. Ontario, Canada M3B2M3 (416) 441 -1833 UL LISTED FM, LPC APPROVED Dimensions: 4 3/4 "W x 2 1/4"0 x 4 3/8 "H Enclosure: Cover- Diecast aluminum with textured red powdercoatfinish Base- Plated Steel Pressure Connection: 1/2' NPT Male Factory Adjustment: Increase Operates on Pressure Decrease P ease att 5 ±1 PSI Maximum Differential: 1 PSI Maximum System Pressure: 250 PSI Switch Contacts: S.P.D.T. (Form C) 10.0A 125 /250VAC. 2.54 c 0 30V DC One set in PS10 -14, Two sets in PS10 -2A Environmental Specifications: Indoor or Outdoor Use NEMA 4 Rated Enclosure Temp.: -40 °F to 140 °F 40'C to 50'C (Not for use in hazardous Iccati0nSr Service Use: Automatic Sprinkler NFPA -13 Central Station NFPA -13D Local NFPA -132 Auxiliary NFPA -728 Remote Station NFPA -71 Proprietary NFPA -72 Tamper: Cover incorporates tamper resistant easterners that require a special key for removal. One key is supplied with each device. For optional cover tamper switch kit, order Stk. ;009013 a control that does not provide a retard feature the P310A must be installed on the alarm outlet side of the retard chamber of the sprinkler system. TESTING: Accomplished by opening the inspectors end -of -line test valve. Allow time to compensate for system cr control retard. Caution: Method 2 is not applicable for NFPA 71 service use. WET SYSTEM WITH EXCESS PRESSURE: Connect 25104 into alarm port piping extending from alarm check valve. Retard provisions are not required. Insure that no shut off valves are present between the alarm check valve and the 2310A. TESTING: Accomplished by opening the water by -pass test valve or the inspectors end -of -line test valve. When using end -of -line test, allow time for excess pressure to bleed off. DRY SYSTEM: Connect PS10A into alarm port piping that extends from the interme- diate chamber of the alarm check valve. Install on the outlet side of the in -line check valve of the alarm port piping. Insure that no shut off valves are present between the alarm check valve and the PS10A. TESTING: Accomplished by opening the water by-pass test valve. CAUTION: The above tests may also activate any other circuit closer or water motor gongs that are present on the system. nc 2 maim dire Dept. Connection With wall plates and breakaway caps Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue. Lansdale. Pennsylvania 19446 E Product Description The Model 86A (straight pattern) and Model 866 (90c pattern) Fire Department Connections (FDC) are 2 1 2" x 2 1'2" x 4° single clapper siamese -type connections. They are designed to provide a supplementary water supply connection for automatic aDrinkler systems of all types, as ouired by NFPA 13. Both straight and 90 pattern Fire Department Connections are cast crass with brass clapper, brass swivel couplings and a brass hinge pin. The words "AUTO SPKR' and "F.D. Conn." are cast in raised letters on Inc body of the Fire Department Connection. The clapper design allows for one or both inlets tc be pressurize° during operation. Fire Department Connections are generally installed 18" to 5' above finished grade. however local codes and standards may contain special reoulrements with regard to specific location. Wall Plates Tne Wall Plates are constructed of corrosion resistant aluminum alloy with cast -In raised letters. The raised letters on the round Wall Plate are AUTO SPKR.' and "FIRE DEPT. CONNECTION Caps The breakaway Caps for the orotec:ip' of the 2 1/2" inlets on the Fire DeDa ,ment Connection are supp:iec n heavy -duty plastic or cast aiumrn.r alloy. They can be easily attacneo :c the swivel lugs of the Fire Debarment Connection using the eye Dolts_ sccc'iied with the Caps. Technical Data Moos. N..mmmber: 8E' s:ra :ont patterr FDC) 86E pattern FDC Sze C 4 N.FT 1r ctcE 2" N.H. S :c. thread Ao: LIL,FM working pressure 300 psi Sta'carc E:7, =ouch brass P a:es Red enamel paint with ra J c letters painted white C»< Ted piastic cr red enamel eic FCC straight) 7 .8los. FCC 9.3 lbs Wa' :,ate 11 oz. tMer s_2ice: Non domestic Ci :e 9 3r4" O.D. Straight or 90° Fire Dept. Connection CENTRAL Hd. Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple- hinged cover designed to provide on -site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on -site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either 1/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. Technical Data Model: Sprinkler Head Cabinet Style: 6 head or 12 head Standard Finish: Red enamel Mfgr. Source: Non domestic Capacity: 6 sprinkler heads 12 sprinkler heads Dimensions: 6 head 5" high x 14" long x 31/4" deep 12 head 5" high x 14" long x 4" deep Weight: 6 head 2.3 lbs. 12 head 3.5 lbs. 6 Head 12 Head Sprinkler Head Cabinet POTIER Potter Electric Signal Company PCVS Note Characteristics Base The unit mounts in a 1/2" NPT tapped hole in the post indi- cator or butterfly valve housing. The device is engaged by the indicating assembly of the post indicator or the operat- ing mechanism of the butterfly valve, actuating switches when the valve is fully open. The unit should be installed where it is accessible for service. Slide on Installation Adjustable Trip Rod This device is mounted by screwing the pipe nipple into place then sliding the unit onto the nipple and locking it in place with set screws. This trip rod is adjustable to accomo- date variable applications. A hex key is furnished with each device for these adjustments. Two Conduit Entrances Two conduit entrances are provided for ease of installation. Tamper Resistant Cover Screws The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering informa- tion on page 6. REPLACING THE TAMPER RESISTANT COVER SCREWS WITH A DIFFERENT TYPE SCREW WILL VOID UNDERWRITERS LABORATORY LISTING AND F.M. APPROVAL. U.L. Listed F.M. Approved Dimensions: 4.75 "L x 2.25 "W x 7.20 "H (Stem Extended) 12.0cm L x 5.7cm W x 18.3cm H Weight: 2 Ib. .9 kg. Enclosure: Cover Die -Cast Aluminum Red Spatter Enamel Finish Formed Steel Corrosion Resistant Finish Service Uses Central Station NFPA -71 Local NFPA -72A Auxiliary NFPA -72B Testing PCVS Potter Control Valve Switch 2081 Craig Rd, St. Louis, MO 63146 (800) 325 -3936 (314) 878 -4321 The Model PCVS is a weatherproof and tamper resistant switch for monitoring the open position of Fire Sprinkler Con- trol valves of the post indicator, butterfly and other types. Two S.P.DT. contacts are provided which will operate when the valve position is altered from an open state. Stk. No. 1010205 PATENT PENDING Remote Station NFPA -72C Proprietary NFPA -72D THE PCVS AND ITS ASSOCIATED PROTECTIVE MONITORING SYSTEM SHOULD BE TESTED IN AC- CORDANCE WITH APPLICABLE NFPA STANDARDS. THE MANUFACTURER RECOMMENDS MONTHLY OR MORE FREQUENT TESTING. Cover Tamper: Tamper Resistant Screws Mounting: 1/2" NPT Contact Rating: Two Sets of S.P.D.T. (Form C) 5.00 A. p 125/250V. AC 0.25 A. 125/250V. DC 2.50 A. 0 -30V. DC Environmental Limitations: –40 F +140 F Indoor or Outdoor Use Features: Adjustable Trip Rod Dual Conduit Entrances 6 37 °ULL°_TIN 7C5 1 cr a Friction Resistance (Expressed as Equivalent Straight Pipe) Elbows Tee Size 90° 45' Branch Run Inches mm Feet Meters Feet Meters Feet Meters Feet Meters 1;; 1.9 1.0 4.8 1.9 42.2 0.6 0.3 1.5 0.6 1A 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1 ,m 4.1 1.2 2.1 0.6 10.3 3.1 4.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 65 9.5 2.9 4.8 1.4 23.8 7.2 9.5 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 40 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 CENTRAL GROOVED FITTINGS 4 -01 Grooved Fittings Tyco Fire Products www.tyco grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service /Sales: Tel: (215) 362 -0700 Fax: (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 Fax: (800) 791 -5500 di General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Technical Data Sizes: 174' 12' Maximum Working Pressure: See specific data sheet for rating of coupling being used. Approvals: UL, FM, and ULC Note: Selected fittings are Listed/ Approved for fire protection service. See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacture Source: Domestic or as noted Material: Cast: Figures: 201,210, 219, and 260 Ductile iron, conforming to ASTM A -536 Grade 65 -45 -12 Fabricated Steel: Figures: 301, 302, 303, 312, 313, 321, 327, 341 and 350 Carbon Steel, (Sizes 1 K' 6" are Schedule 40); (Sizes 8' 12" are Schedule 30), confoming to ASTM A -53 Grade B Figure: 326 Carbon Steel,Schedule 10, conforming to ASTM A -135 Type E, Grade B Protective Coatings: Non -lead orange paint Hot dipped galvanized conforming to ASTM A -153 A NMI CENTRAL Grooved Piping Products Ordering Procedure Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215- 362 -0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. No. 18-1.0 Threaded Fittings Ductile Iron ANSI B16.3 Manufactured by: Central Sprink, Inc. a subsidiary of Central Sp 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprink Ductile Iron threaded fittings conform to ANSI B16.3 and are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties of the steel making up the fitting. This is accomplished as it is with all ductile iron by adding Magnesium while the iron is still hot. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fitting is stronger than the pipe and over tightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one -half a turn difference between cast iron and ductile iron fittings. Apply Teflon tape or pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight. Model: 811, 81 817, 81 827, 83 Style: Elbows, Extensio Coupling Approvals: U.L. (See Central SF for exact Listin tion.) Wrench: Stand< Thread: N.P.T. Material: Ductile Maximum Work Weight: See Ct kler Company T hnical Olnstallation D to 813, 814, 815, 816, 820, 825, 825B, 719 es, Unions, Caps, Pieces, Bushings, lnd Plugs ;.L.C., F.M. nk submittal sheet Approval informa- Pipe Wrench ron Pressure: 300 psi t A sprovals See Central Spr submittal sheet for exact Listing pproval information. Apply Teflon tape or pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight. Dyna-Flow® High Strength Steel Pipe "I »he original high-strength lightivall sprinkler pips' with hydraulics superior to Srh -111. American Tube Pipe Company's Dvna -Flow is the `original' high- strength 1ightwalt sprinkler pipe. In addition to having outstanding hydraulics, Dvna -Flow pipe is eco- nomical and easy to cut, fabricate and install. AV ailahle through dis- tributors nationwide. Dvna -Flow is recognized as the most popular alternate to conventional Sch -10 pipe. American -made quality and high performance engineering stake Dyna -Flow a valuable addition to any fire protection system. With an inside diameter of up to 11p'c larger than Srh -40 and up to 7% larger than Srh -10. Dvna -Flow pipes hydraulics are exceptional. Larger LD.s enable Dvna -Flaw. and the related components. to he down within the system, thus him:rasing the potential for job cost savings. The chart above rnmpares the I.D. of Dyna -Flow with other pipe schedules. For complete Hazen Williams charts. refer to 'Dvna -Flow Hydraulic Data Tables.. of advanced hydraulic performance efficiency rm an le e with the value of long-term durability. Life expertaory. defined by Lllrlr- writers Laboratories as a Corrn-,in Resistance Ratio (CRII). is relative to the strength of the weakest point of the pipe. typically at the joinl..\It threaded Srh -ill pipe joints have CRR of 1.00. All size. I -4 I of D, n;i -I'Inw Im%e CRR value, of I.IIII or _era ter. therefore differing 'greater life r■prelaur■, fee churl aho, I 1 0 SPECIFlCATIO NPS 2525 N 273h Ave Phoenix, AZ 85009 1.315 1 -1 4" 1.660 1-1 1.900 ''.375 2 -1 2.375 3.500 4' 4.300 6.625 Dvna -Flow pipe is man: meet: ASTM A 795 Tvp is in compliance with A \FP\ -14. All sizes of F rated at 300 psi wurkir 6" Dyna -Flocs is rated Dvna -Flow is LL Listr and LLC Listed. Listed Approv. `SIDE DIAMETER UL C.R.R." DA D VA- SCH. SCH. DYNA- SCH. PCS/ O.D. F )W 10 40 FLOW 40 WT TT LIFT 97 N/A 542 1.44 1.68 1. 2.157 731 2 .635 ;40 3.260 23 4.260 103 6.357 OEM cored to Grade A and 'A -13 and to -Flow are 1 ,sure. 300 psi by FM. FM Approved Listed D -Floc. is CL LL '..isted for use with roll grooved. plai. •uded coupling and welded int, for wet. dry pr «action and dell systems. It 1- FAI \pproved for ill grooved. plain ended. and weld t joints fur wet -y-tern:-.. Re6•r to •prupriate dnrumentation fur up- o -date listing and approval inform: D■na -Fluty ran he "hot -lip gul)..nizrd to meet 1:11 requirements for do sy- tents. 101 E. Broadway Kokomo, IN 46901 1.049 2 _.41 1.00 .791 91 1.380 1.55 1.00 1.008 61 1.610 2.44 1.00 1.404 61 2.067 1.97 1.00 2 ,469 1.04 1.00 2.357 19 3.068 1.29 4,026 1.00 6.06.5 .73 RR Lmmuln, 11. ire PTlerl on Equl',msnr n 11Z 1 Lightweight and easy 6 install. resultini• in more efficient use of vnur freight and labor dollars. 7 Pro‘ ides stability needed to comply with standard hanger pacing 11:; ft. O.C.I per NFPA. 1 Av ailable in standard lengths for vnur Cony enience. nr an he ordered in custom lengths upon approval. 1 Fast rutting and wehlin. as well as easy roll grouyina aril end preparation. 1 Available in factory roll srooy form for quicker -hop turnaround. 1 Clean. durable mill coating provides longer -hell Ile and acts. as an excellent primer for u -torn paint application,. ••iiiiiiiis In. .n L.nn :unn.. n nd Ir J,i 1,1111Ji I 11111 Customer Service 1- 800 877 -8823 1 -602- 272 -6606 FAX 602-269-1324 1.00 1.00 1.00 ti 1.769 37 3.268 l 4.327 7.714 19 19 10 .I .Id,.e AMERICAN TUBE PIPE „.1 %k', 'i6g PGoHsrE'J SPECIFICATI S INSIDEDIA LTER UL CRR* DYNA- THREAD NPS DYNA- THREAD CH. 40 DYNA- THREAD SCH. 40 L.W.T. PIPE WT/FT PCS/ LIFT 1" 1.087 .049 1.00 1.00 .35 1.327 61 1 1/4" 1.416 .380 1.00 1.00 .17 1.854 37 1 1/2" 1.650 610 1.00 1.00 .18 2.292 37 2" 2.115 067 1.00 1.00 .21 3.047 19 Dyna- Thread Full Line Sch. 40 Repl, cement Dvna- Thread offers the life expectancy of Sch. 40 with s aerior hydraulics and greater value. Dvha-Thread sprinkler pipe from \mrriralt Tu he Pipe represents ;m eugiuee ring advancement for the sprinkler pipe industry. It combines the safety and longevity of tradi- tional Sch. 40 pipe with the quality and hydraulic advantages that American Tube Pipe is known for. COMPARIS0114O- Sex. 40 Dyna- Thread's inside diameter is up to 3.6% larger than Sch. 40 giving it superior hydraulics. And when used in conjunction with Dyna Flow pipe, down- sizing often occurs. Dyna- Thread is fully listed and approved by LT, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna- Thread and Sch. 40 are equal based on the calculated wall thicknesses per UL L see CRR). The consistent quality of steel used to make Dvna- Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna- Thread is protected by American's "Diamond Coat' (l i.A. cured a(•rylic) (mating for extended shelf life and easy paint application. With its increased strength and lighter weight. Dyna-Thread reduces installa- tion fatip to and is ideal for retro -fit applications. AYR OtPECTANCV Corrosion Resistance Ratio (CRR) is a UL Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thick- nes■ at the base of the first exposed thread, 4.S, umed 10 be the weakest point of the pipe length. Dyna-Thread and Sch. 40 e Calculated using Standar T CRR formula, UL Fire Protection Directory, Category VIZY. have the same calculated at this point and are bo' same CRR of 1.00. This Thread has the same str expectancy as threaded When considering the li any pipe, the CRR vale barometer of relative di joint. Dyne Thread, wi offers great peace of mit rior hydraulics and exe all thicknesses assigned the :ans that Dyna :gth and life .h. 40 pipe. expectancy of offers a good ibility of the its CRR =1.00 as well as supe- ,tional value. Dyna- Thread is not :esignated as a lightwall threadable l pe. More wall thickness t the thread (CRR =1.00) gives Dyt a- Thread better life expectancy than I. ,htwall thread- able pipe joints. Unlike lightwall threadable pipe, Dyna- Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna Thread is safer to weld on than many zinc coated lightwall threadable pipe products. 2525 N. 27th Ave. 101 E. Broadway Phoenix, AZ 85009 Kokomo, IN 46901 Dyna- Thread is more widely accepted than lightwall threadable where Sch. 40 is specified. SPEcIFtcATI0NS APPROVALS Dyna- Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA -13. All sizes of Dyna- Thread are rated at 300 psi working pressure. Listed Customer Service 1- 800- 877 -8823 1 -602- 272 -6606 FAX 802 JS ustea Dyna Thread is UT and LTC Listed for wet, dry and pre action sprinkler systems and FM Approved for use in wet systems. Dyna- Thread can be "hot -dip" galvanized to meet FM requirements for dry systems Dyna Thread is approved for all threaded couplings and welded outlets and is suit able for all roll- grooved, and plain -end fittings. (See listing information.) Dyne: (bead io a registered trademark of Amenrnn Tine Pipe Company. Inc. All information contained herein it accurate u known at time of pub Nation. American Tube Pipe reserve de right to change product specifications without notice .M tilt incturing oblymu. AMERICANTUBE& PIPE" RECEIVED [JAN 2 5 2c02 OITY OF PORT ANGELES BUILDING DIVISION L t s -as oa 0141 e 8 A L U.S.CUSTOMS CANOPY Y BLACK BALL FERRY OPERATION'S BLACKBALL FERRY PROPERTY DOCK LAYOUT do TRANSFER SPAN PLACEMENT LAT —LON 48DEG 07.321N 123DEG 25.851W FLOOD REFEREI. DATUM: NOAA MLLW 0.00 O S JAB W r J NOT To sua.c PABLACK EBB ..1 —]1 ea es Reference: 1999 -1 -01513 Applicant: Black Ball Transport, Inc Sheet 2 of 6 Date: 5 October 2000 PQRTANGfiLES W A S H I N G T O N U.S.A. PUBLIC WORKS UTILITIES DEPARTMENT January 2002 Building Dept., Roger Vess Light Dept., Gail McLain DATE: To: FROM: SUBJECT: Black Ball Ferry Terminal Building Jo4,4 7.ck�r /S/rc /ecf, 11-31ECEOVIE";` nj JAN 10 2002 th CITY Of PORT ANGELES COMMUNITY DEVELOPMENT Primary three phase electrical power is now supplied from the pad mounted 277/480v transformer located on the north side of Railroad Avenue east of Laurel Street. Secondary power in conduit to the meter base is the customers responsibility. Light Department Engineering requires: Electrical one line drawing showing service entrance and panel locations Complete electrical load information Number and type of meters Electrical permit After this information has been received, the Light Department will provide recommendations and prepare a cost estimate for any labor and material supplied by the City. PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name. Black Ball Transport Facility Address: 101 East Railroad Ave Plan #02 -01 Com R -1 Date: January 15, 2002 We have check this plan and find that if conforms to the requirements of our codes and ordinances with the following exceptions. 1. Address numbers will be required for the building. Address numbers are to be at least 5" tall, clearly visible from the street and of contrasting color from their background. 2. An additional fire hydrant will be required for the building. Please contact the Fire Department for assistance with the location of the hydrant. The hydrant must be adequately protected from impact by vehicle. 3. A clearly marked fire lane must be provided. This fire lane must provide immediate access to the new fire hydrant and fire department sprinkler connection. 4. Fire extinguishers will be required for the building. Please provide 2A -10:BC fire extinguishers, mounted with the tops no more than 5' off the floor. Travel distance to any fire extinguisher shall not exceed 75'. 5. A security key box (Knox box) will be required for the building. Please contact the Fire Department for a Knox box order form and for assistance with the location of the box. 6. The plans submitted did not show a location for dumpsters. If dumpsters are to be provided for the building, they may not be located within 5' of combustible construction. 7. All required exits within the building must be provided with lighted exit signs with battery back -up. 8. Emergency exit illumination devices must be provided within the building as per the UBC 1003.2.9. 9. A fire sprinkler system will be required for the building. Please submit separate sprinkler plans to the Fire Department for review. FP 22 Page 1 of 2 10. A fire alarm system will be required for the building. Please submit separate fire alarm plans to the Fire Department for review. 11. It is clear that the final configuration of the building floor plan has not been finalized. Please be aware that changes to the building exits may be required as the plans change. Please contact the Fire Department and Building Department as soon as possible with any changes, so that delays may be avoided. Reviewed by =—v ac-- Date 1 s O Z Building Department U File Copy FP 22 Page 2 of 2 From: Ron Becker To: RVESS Date: 1/16/02 9:47am Subject: Building permit Blackball Transport at 101 E. Railroad Ave. When building starts,there will be a need for backflow devices.One for the fire system,& other devices for the rest of the water services to the dock. Call me when constrution begins. Applicant and/or Agent: The Building Permit Pre application must be filled out completely. call 417-4815 Bo 0 /3/ 3O Please type or print in ink. If you have any questions, please Owner: P (Ae IC ha U7' %izd4j ,01 Address: ho 2 an if Rad Architect/Engineer: ,7 1I 1,2 Contractor ESA/Wetland(s): Yes No SEPA Cht BUILDING APPLICATION SUBMITT Building Division can provide you with n COMMERCIAL/RESIDENTIAL: Occupz No. of Stories: Lot Size: Existing Lot Coverage: /sq. ft. 111 J y{q� f BUILDING PERMIT APPLICATIOT plans are to be submitted to the Building VALUATION OF CONSTRUCTION may be revised by the Building Div. to BUILDING PERMIT APPLICATION J EY cd t a,(4 %(L Phone: c 7 7 0 Phone City: Pen+ /kg License Exp: Address: n City: PROJECT ADDRESS: /O F PC2 a Mach LEGAL DESCRIPTION: Lot Block: CLALLAM COUNTY PARCEL NUMBER: t)CZ 1 3,c421 ,R Billing Address: City: Credit Card Il: Exp. Date: VISA MC TYPE OF WORK: SIZE/VAL N: Residential New Constr. Re -roof Woodstove rife SF. -111 2 Si Multi- family Addition Move Garage SF. /SF. -S 5 Commercial 0 Remodel 0 Demolition 0 Deck SF. SF. S 0 Repair Sign o4 /LES 02 BRIEF DESCRIPTION OF THE PROJECT: Gam-( c`' U /C t Af eCk PLANNING USE ONLY: OVALS: PLAN Notes: d 6 2 So BLDG. -x 7, on UlD DPW S e 2 X Z 2 FIRE T /Oc.) 67" riga— f C� trcJ floor Phone s V 9/ Zip: Phone: FOR OFFICIAL. I.ME ONLY: Date Rec.: 2 -'40 Permit M: Date Approved: DS Issued: Phone: 2 9 Zip- 808 /as-c, C ZONING: i Subdivision: i, of e l vtc�. c tedit Card Holder Name: Occupant Lond Construction Type: e L LI- LOT COVERAGE: sq.f OTHER t completely to be accepted for review. Th submittal requirements. 2 x /y,gp, $/a51 60 Ian (for additions) and building consttuctiol he applicant. This figure will be reviewed an amt Coordinator at 417 -4815 for assistance. and constuction plans are submitted. All othe PLAN CHECK FEE: Your plan check fee is due at the limy 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, this application will expire b limitations. The Building Official can extend the time for action by the applicant up to 180 days, on written request by the applicant (se Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than once. I hereby certrfy that I have read and examined this application and know the same to be true and correct, and I am authorized to apply fo this permit. 1 understand it is not the City's legal responsibility to determine what perm L' required; it remains the applicant responsibility to determine what permits are required and to obtain suck PW- 1102_13[rev51011 Applic ate: /Z 6-4 ITEMS TO BE REVIEWED: AGENDA BUILDING APPLICATION REVIEW COMMENTS DATE: JANUARY 8, 2002 LOCATION: SEND COMMENTS TO PERMIT COUNTER 1. REVIEW PLANS FOR 1304 SQ. FT. TERMINAL BUILDING FOR BLACK BALL TRANSPORT TO BE LOCATED AT 101 EAST RAILROAD. PLEASE SUBMIT COMMENTS TO PERMIT COUNTER. THANK YOU TRENIA GAIL GARY KEN DENNIS RON B. SUE PLEASE SUBMIT COMMENTS- IN WRITING Permit Conditions For: 13130 PERMIT 13130, 101 EAST RAILROAD, BLACK BALL FERRY TERMINAL LIGHT DEPT: PRIMARY THREE PHASE ELECTRICAL POWER IS NOW SUPPLIED FROM THE PAD MOUNTED 277/480v TRANSFORMER LOCATED ON THE NORTH SIDE OF RAILROAD AVE. EAST OF LAUREL STREET. SECONDARY POWER IN CONDUIT TO THE METER IS THE CUSTOMERS RESPONSIBILITY. LIGHT DEPT. ENGINEERING REQUIRES: 1. ELECTRICAL ONE LIN DRAWING SHOWING SERVICE ENTRANCE AND PANEL LOCATIONS. 2. COMPLETE ELECTRICAL LOAD INFORMATION. 3. NUMBER AND TYPE OF METTERS. 4. ELECTRICAL PERMIT AFTER THIS INFORMATION HAS BEEN RECEIVED, THE LIGHT DEPARTMENT WILL PROVIDE RECOMMENDATIONS AND PREPARE A COST ESTIMATE FOR ANY LABOR AND MATERIAL SUPPLIED BY THE CITY. WATER DEPT: THERE WILL BE A NEED FOR BACKFLOW DEVICES. ONE FOR FOR THE FIRE SYSTEM, OTHER DEVICES FOR THE REST OF THE WATER SERVICES TO THE DOCK. FIRE DEPT.: 1. ADDRESS NUMBERS REQUIRED TO BE AT LEAST 5" TALL CLEARLY VISIBLE FROM THE STREET AND OF CONTRASTING COLOR FROM THERE BACKGROUND. 2. AN ADDITIONAL FIRE HYDRANT WILL BE REQUIRED FOR THE BUILDING. PLEASE CONTACT THE FIRE DEPT. FOR ASSISTANCE WITH THE LOCATION OF THE HYDRANT. 3. A CLEARLY MARKED FIRE LANE MUST BE PROVIDED. THIS FIRE LANE MUST PROVIDE IMMEDIATE ACCESS TO THE NEW FIRE HYDRANT AND FIRE DEPT. SPRINKLER CONNECTION. 4. FIRE EXSTINGUISHER WILL BE REQUIRED FOR THE BUILDING. PROVIDE 2A -10:BC FIRE EXTINGUISHERS, MOUNTED WITH THE TOPS NO MORE THAN 5' OFF THE FLOOR. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75'. 5. A SECURITY KEY BOX (KNOX BOX) WILL BE REQUIRED FOR THE BLDG. CONTACT FIRE DEPT. KNOX BOX ORDER FORM ASSISTANCE WITH LOCATION OF KNOX BOX. 6. IF DUMPSTERS ARE TO BE PROVIDED FOR THE BLDG. THEY MAY NOT LOCATED WITHIN 5' OF COMBUSTIBLE CONSTRUCTION. 7. ALL REQUIRED EXITS WITHIN THE BUILDING MUST BE PROVIDED WITH LIGHTED EXIT SIGNS WITH BATTERY BACK -UP. 8. EMERGENCY EXIT ILLUMINATION DEVICES MUST BE PROVIDED WITHIN THE BLDG. AS PER THE UBC 1003.2.9 9. A FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR THE BLDG./ SUBMIT SPRINKLER PLANS FOR REVIEW. 10. A FIRE ALARM WILL BE BE REQUIRED 1 ASSOCIATES INCORPORATED DATE: January 15, 2002 Job No. 01255 TO: City of Port Angeles Public Works Department P.O. Box 1150 Port Angeles, WA 98362 ATTN: Lou H. FROM: Tracy Gudgel We are transmitting the following item: ❑Attached r=7Hand- carried ❑Under Separate Cover FAX: PROJECT: J J Construction Black 1 G c, 1g Replacement COPIES PAGES f 2 3 bns for ha 6 iuilding to k. 1 1 r .,,y Slab COMMENTS: CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 4 Port Angeles, Washington 98362 (360) 417-0501 FAX (360) 417 -0514 E -mail: zenovic @olympus.net ASSOCIATES INCORPORATED January 15, 2002 Mr. Lou Haehnlen City of Port Angeles Public Works Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Metal Building Foundation for Black Ball Transport, Inc. Dear Mr. Haehnlen: This office performed an inspection of the reinforcing in the six -inch topping slab for the above referenced project on January 4, 2002. The reinforcing in the slab sections inspected conformed to the structural plans by MC Squared, Inc. and the anchor bolt thrust angle and hairpin plan provided by this office. Please call me if you have any further questions on this matter. Sincerely, Trac t-Gudgel, P.E. Enclosure Fc: JN 01255 Cc: J J Construction CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovic @olympus.net E OVIC ASSOCIATES INCORPORATED January 10, 2002 Mr. Lou Haehnlen City of Port Angeles Public Works Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Metal Building Foundation for Black Ball Transport, Inc. Dear Mr. Haehnlen: Based on the metal building reactions provided by Garco Buildings Systems for the metal building noted above and per the attached plan and calculations, the metal building shall be anchored to the precast deck panels as follows: a) 7/8" diameter, grade A -307, threaded rod shall be epoxy doweled a minimum of three inches into the precast deck panels and shall extend through the six inch topping slab as required for connection to the column base plates. Simpson Strong -Tie Set Epoxy anchorage system or approved equal shall be used for epoxy doweling of threaded rods. The 7/8" diameter threaded rods shall have 2" x 6" x'' 'A" thick minimum thrust plates welded to the threaded rods and should be set such that the top of the thrust plate is no more than 1" below the top of the six inch topping slab. A #5 x 20' long hairpin shall be installed between the rows of bolts and shall extend into the topping slab at approximately a 45- degree angle. Please call me if you have any further questions on this matter. Sincerely Tracy Gudgel, P.E. Enclosure Fc: JN 01255 Cc: J J Construction CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E-mail: zenovic@olympus.net #5 X 20' HAIRPIN ADJUST HAIRPINS AT CORNERS AS SHOWN NOT TO SCALE DETAIL NTS N.6" TOPPING SLAB Sc PRECAST DECK PER PLANS BY MC SQUARED, INC. #5 X 20' HAIRPIN (AS SHOWN) 0 HAIRPIN PLAN TYPICAL CRACK CONTROL JOINTS PER PLANS BY OTHERS BUILDING LINE #5 X 20' HAIRPIN 2" X 6" X 1/4" MINIMUM PLATE TACK WELD TO THREADED RODS (1" CLR. MAXIMUM FROM TOP OF PLATE TO TOP OF 6" SLAB) 7/8" DIA. THREADED ROD, GRADE A -307, EPDXY DOWEL INTO PRECAST SLABS WITH A MINIMUM OF 3" EMBEDMENT USING SIMPSON STRONG TIE SET EPDXY OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LAYOUT AND SPACING OF ANCHOR BOLTS PER GARCO BUILDING SYSTEMS PLAN. EXPIRES: 8/12/02 TITLE: J J CONSTRUCTION BLACK BALL TRANSPORT, INC. HAIRPIN LAYOUT PLAN AND DETAIL DRAWING: 1MN/OT/01 2 5 5 /01 2 5 5,DWG JOB N0. 01255 SHEET a 1 CLIENT: J J CONSTRUCTION 233 ALICE ROAD PORT ANGELES, WA 98363 457 1809 ENOVIC 519 S. PEABODY ST., SM. a PORT ANGELES, WA 98M2 ASSOCIATES PHONE: 060) G A17-04 DAM JANUARY 2002 s INCORPORATED sous AS NOTED #5 X 20' HAIRPIN ADJUST HAIRPINS AT CORNERS AS SHOWN NOT TO SCALE DETAIL NTS N.6" TOPPING SLAB Sc PRECAST DECK PER PLANS BY MC SQUARED, INC. #5 X 20' HAIRPIN (AS SHOWN) 0 HAIRPIN PLAN TYPICAL CRACK CONTROL JOINTS PER PLANS BY OTHERS BUILDING LINE #5 X 20' HAIRPIN 2" X 6" X 1/4" MINIMUM PLATE TACK WELD TO THREADED RODS (1" CLR. MAXIMUM FROM TOP OF PLATE TO TOP OF 6" SLAB) 7/8" DIA. THREADED ROD, GRADE A -307, EPDXY DOWEL INTO PRECAST SLABS WITH A MINIMUM OF 3" EMBEDMENT USING SIMPSON STRONG TIE SET EPDXY OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LAYOUT AND SPACING OF ANCHOR BOLTS PER GARCO BUILDING SYSTEMS PLAN. EXPIRES: 8/12/02 J -3 Cori Si 3LL QF4•ti IRgn AVE ANC ISna 3-4 LIAR B L,P. 3Y CnaC VAA, Lost Sr 1 5. 88LI IO.UZ1 5 I S EIO COMe1NRD j- 151L 5lj ?oeY ANC.Ho2 1/5c AT I v Lo,,;, Ci r SW DL CL St_ 0.5 I< LW I_ SW UL CL. SL FL Kw L Yb' 4 ne- A o.&VT P55 =oA Ab o.9 Ca. cl' o) 22.399 +s /Sete 4 PL 4 \9A c o. L.5(I)C4 x206\ 2 1 V ss 0.15 A. L .y 0 7 5(o0U2A')( 58000) I M Y 4:150 o A kE. 0.65 (8o0X air. s 1. 1 0 5414 cot.., rqo La `+4. fat L/ 6 +s Vy S/ L 2,...,4, 5/l 19.414 o, 73 A. P fsiL• Q•r 1 )0710 tbleoLT 'Z8/�* o 2 rdc a ✓c O. 6S( (71 3,s> 6) 2sZ, 2_5 of 2 .3A /0 LaNe. TMaus. fNE.LC QEAta Nat Rrv 3• (o• {6 I N' ?Al/ch— its (Set-I }c /S S l20 R 0,S ,IAtti“ 2P(.49 loot,‘ a.a S(zso e•P6 s, I L VI..> ).3 '1 20•(ayq 1'1 1.3 14 19. l -7 so o o. 3 I 8 kl. 49/ p, N8 SW •OL L4L AB "D. *LS I p Sc )600 (0 <20L<`l9Nh 0 ,28 r eft b k 4N 77(4,5? put E OVI 4 ASSOCIA I ES A' C I p q it 13 January 10, 2002 Mr. Lou Haehnlen City of Port Angeles Public Works Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Metal Building Foundation for Black Ball Transport, Inc. Dear Mr. Haehnlen: Based on the metal building reactions provided by Garco Buildings Systems for the metal building noted above and per the attached plan and calculations, the metal building shall be anchored to the precast deck panels as follows: a) 7/8" diameter, grade A -307, threaded rod shall be epoxy doweled a minimum of three inches into the precast deck panels and shall extend through the six inch topping slab as required for connection to the column base plates. Simpson Strong -Tie Set Epoxy anchorage system or approved equal shall be used for epoxy doweling of threaded rods. The 7/8" diameter threaded rods shall have 2" x 6" x Y," thick minimum thrust plates welded to the threaded rods and should be set such that the top of the thrust plate is no more than 1" below the top of the six inch topping slab. A #5 x 20' long hairpin shall be installed between the rows of bolts and shall extend into the topping slab at approximately a 45- degree angle. Please call me if you have any further questions on this matter. Sincerely. 0 Tracy Gudgel, P.E. Enclosure Fc: JN 01255 Cc: J J Construction CIVIL ENGINEERING LAND SURVEYING 1 I w1h PCJhOdv 'mum _Suet. ii P ni ing tIt.t, C olum n n 9836_' 36111 4 1'- 1)5111 h ex 13601 4I -OS I -i I. II nnnc1.3 net #5 X 20' HAIRPIN ADJUST HAIRPINS AT CORNERS AS SHOWN Yew HAIRPIN PLAN TYPICAL NOT TO SCALE DETAIL NTS N 6" TOPPING SLAB PRECAST DECK PER PLANS BY MC SQUARED, INC. CRACK CONTROL JOINTS PER PLANS k_______) BY OTHERS #5 X 20' HAIRPIN (AS SHOWN) BUILDING LINE #5 X 20' HAIRPIN 2" X 6" X 1/4" MINIMUM PLATE TACK WELD TO THREADED RODS (1" CLR. MAXIMUM FROM TOP OF PLATE TO TOP OF 6" SLAB) 7/8" DIA. THREADED ROD, GRADE A -307, EPDXY DOWEL INTO PRECAST SLABS WITH A MINIMUM OF 3" EMBEDMENT USING SIMPSON STRONG TIE SET EPDXY OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LAYOUT AND SPACING OF ANCHOR BOLTS PER GARCO BUILDING SYSTEMS PLAN. EXPIRES: 8/12/02 I TITLE: .1 J CONSTRUCTION BLACK BALL TRANSPORT, INC. ENOVIC ASSOCIATES INCORPORATED HAIRPIN LAYOUT PLAN AND DETAIL 519 5. PEABODY ST., STE. 4 PORT ANGELES, WA 96362 PHONE: (360) 417 -0501 FAX. (360) 417 -0514 CLIENT. J J CONSTRUCTION 233 ALICE ROAD PORT ANGELES, WA 98363 457 -1809 DRAWING: WIN /DT /0 JOB NO. 01255 DATE JANUARY 2002 SCALE AS NOTED SHEET OE 1 Lon s 1 LLe,¢ Rt. 1 12p•I +S?co 1 K 2uA A AN, n at 1 1 r }4 r 1A• .-c. r C:A2 HA, Lot- onp CASE- .(n) 1 S-J DL cc sL a 1 L 7, V.) OL L'j 1.L L I$- \w UL ,cL• St- (L Ay I•I IV IZW F ?o) ANC1 ,/D JP AT I 'A'4 L Ab O �a. 5Soao)- 2139 tV6.. -r $P& 4,' A 's( zoB\4 e o 27oto cou ;5 0.9 V CL-7S i...1 O''TS(o•L!)A)( SS000)' 18 Cote z M v t3o o A 1` o.l.s zs.., s 1105/ CoAnalsito I°'4q 5 Zo M9 5 /1 _L_ 5 t 511.1. 1 o. 73 _t 21r 4 4 A.vAL IS VC 65( 0 }(35 6) 25 Tlav 2 •3 10' on'c i nNC c A gLArz mi.o 2�( X19 IoocC. u L. woes) Pk 3 Is•9U 1.3 N.13S ca.L. 11 %1 T= 1101,° tbjeoLt `Y28Yottl of A y 4y% z o.mti9 11 `11L. 3 =250/ k y )00 Co c zoc.'/ci r 0/ 2$5 20 c 0J 4.6 fat- 9 t +s A 3 S/ Al. I N 114/C4- /{5 S< 4 -15 1) Ye is Skots• o.sto II' 2Ci4 o, 2 3 f 14. 5Pz c z i5- 96 6 1 ar p k c),(3(w) s44, sou 0' )B'o.c L. -4674 ti B cj. N�4 o,4g' 3 4 Y�� /N nU! ASSOCIATES INCORPORATED DATE: January 15, 2002 Job No. 01254 TO: City of Port Angeles Public Works Department P.O. Box 1150 Port Angeles, WA 98362 ATTN: Lou H. FROM: Tracy Gudgel We are transmitting the following item: ❑Attached COMMENTS: ❑FAX: CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 4 Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic @olympus.net Hand carried ❑Under Separate Cover PROJECT: Plan Review for Black Ball Transport Pier and Building Replacement COPIES PAGES DESCRIPTION 1 set Structural Calculations by MC Squared, Inc. 3 set Revised Structural Calculations by MC Squared, Inc. 1 1 Plan Review Letter with Review Letter from MC Squared, Inc. Attached. 1 1 Structural Plans by MC Squared, Inc. ASSOCIATES I N C O R P O R A T E D January 15, 2002 Mr. Lou Haehnlen City of Port Angeles Public Works Utility Department 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Blackball Transport Pier and Building Replacement Project Dear Lou: I have examined the plans and supporting documentation for the proposed pier and building replacement for Blackball Transport on Railroad Avenue for conformance with the structural provisions of the 1997 Uniform Building Code. The attached structural plans and calculations are in substantial conformance with the structural provisions of the Uniform Bu ilding Code and unless there are outstanding nonstructural items for which I have not reviewed the plans, I recommend that a permit be issued for the structure. Please note that Patrick Rhoads of MC Squared, Inc., the structural engineering firm on the project, has reviewed the design of the pier for the metal building reactions supplied by Garco and found them to be very similar and acceptable to the assumed design reactions used in the design of the pier per the attached letter. Please call me if you have any further questions on this matter. Sincerely, /—o Tracy Gudgel, P.E. Enclosure Fc: JN 01254 CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 22 Port Angeles, Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovic @olympus.ner MC SQUARED INCORPORATED January 15, 2001 Wayne Barrett Black Ball Transport, Inc. 101 E. Railiroad Ave Port Angeles, WA 98362 RE: Pre- engineered metal building calculations review. Dear Mr. Barrett: Sincerely yours MC Squared, Inc. Patrick Rhoads Engineer STRUCTURAL FOUNDATION Crvu. ENGINEERS �c..� ,_.CCUVJ Y,I9LF9G 1235 EAST ITH AVE SUITE 101 OLYMPIA, WA 98506 (360) 759-9339 FAX (360) 352.2014 E-mail engtmc2anc. cam I have completed my review of the pre- engineered metal building calculations as produced by Garco on November 13, 2001 for J &J Construction, your general contractor for the project. From my review, I have found that the preliminary loads produced for the design of the structure and those produced for the final design are very similar and are acceptable. If you have any questions, or if I may be of further help, please call me at (360) 754- 9339. TOTAL P.02 Jan -17 -02 1O:02A P_O1 R d. L L co.' 4u( Z._ vc 514 ErvinO Jacobs Road Port Angeles, WA 96362 1889) 457.1420 1 G v7�' r� 0 F o 3 7 n S Vb� V S,'l4 F 12 1LL bill F,.. 11- o EXISITING BUILDING(BLACK) 5,000 SQ.FT. LAT -LON 48DEG 07.321N 123DEG 25.851W oI 1 62.60 PROPOSED BUILDING(RED) 71.61' BLACK BALL TRANSPORT, IN PROPOSED DECK PANEL LAYOUT SCALE: 1" 20' BULKHEAD 8/24/99 DD J ga y cc4c a�% Owner: P �/1C `j�y{� (l�,U Srjo 2'� Address: 7 f A-(tfvAJ A U1 City: Pte s, t Architect/Engineer: 0 bodi fR3McCot H F a Applicant and/or Agent: BUILDING PERMIT APPLICATION The Building Permit Pre application trust be filled on completely. Please type or print in ink. If you have any questions, please call 417 -4815 Contractor <J LVJ t lk c-f License Exp: LEGAL DESCRIPTION: Lot: Block: Subdivision. TYPE OF WORK: o Residential 0 New Constr. o Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition 0 Repair 0 Sign BRIEF Z DES ,W PROJECT: o Woodstove o Garage o Deck PW- 1102_13[r05/01] Appli VISA MC SZZE/VALUATION: SF. SF. /SF. S SF. ®S /SF. e ij AL VALLI Z FOR OFFICIAL UUS�E ONL' Date Rec.: /Z Pernik S. DES De bake 9pif /3/3o Phone: 4r7 'Mot Phone: Zip: Phone: P 7 ib Ph one: City: Zip: c�01 /ZS Address: r PROJECT ADDRESS: leAA F PQ bard ZO G: 6) 1� CLALLAM COUNTY PARCEL NUMBER: tl6ZOr c4:06 1 tedit Card Holder Name: Billing Address: City: Credit Card N: Exp. Date: ra v 4. I MMERCIAiIRESIDENTfAL: Construed No. of Stories: Lot Size: %Lot Coverage: &riding Lot Coverage:, /sq. ft. Proposed Lot Coverage: s> PLANNING list ONLY: Notes: cJyCi 73•d7 /sq. ft TOTAL LOT COVERAGE: sq.f APPROVALS: PLAN BLDG. DPW ESA/Wetland(s): o Yes 0 No SEPA Checklist E required? 0 Yes o No Other OTHER BUILDING APPLICATION SUBMITTAL: Your applcatbm and site plan oast befited out completely to be Building Division can provide you with more detailed i nformation on the application and plan submittal accepted for review The requirements. BUILDING PERMIT APPLICATION SUBMITTAL: Your completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. 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 Div. to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and construction plans are submitted. All other permit fees an due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, this application will expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on 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 exmnined this application and know the same to be true and correct, andI am authorized to apply for this permit. i understand it is not the City's legal responsibility to determine what perm required; it remains the applicants responsibility to determine what permits are required and to obtain such /Z MEMO DEPARTMENT OF COMMUNITY DEVELOPMENT Brad Collins, Director 417 -4751 Sue Roberds, Assistant Planner 417 -4750 Lou Haehnlen Building Official 417 -4816 Roger Vess Permit Technician CSW Coordinator 417 -4712 Ed Eastwood Building Intern 417 -4815 PORTANG W A S H I N G T O N U.S.A. January 22, 2002 TO: FROM: RE: Brad Collins, Director Sue Roberds, Assistant Planner Building Permit COHO Ferry, 100 East Railroad Avenue Shoreline Permit SMA 99 -10 A building permit has been submitted for an 8841 square foot structure at 100 East Railroad Avenue. Shoreline Substantial Development Permit SMA 99 -10 was issued for the redevelopment activity on October 27, 1999, for a 7640 square foot structure. Although the application and supporting documentation provided with the shoreline substantial development permit application indicated the structure would be 7640 square feet in area, the site plan indicated an additional 660 square foot "future expansion The expanded area would bring the total building area to 8300 square feet. The SEPA Checklist noted that future additions, expansion, or further activity related to or connected with the proposal..." were not expected at the time of permit submittal. Since approval in 1999, the application has gone through a lengthy review process with various state agencies. Furthermore, since that date and in light of the September 11, 2001, incident, tightened security measures have been called for at port entrances throughout the United States of America. The initial building drawing has been expanded to accommodate U.S. Customs activities beyond that earlier anticipated as "future expansion" on the original plan but less than the maximum allowed by WAC 173 -27 -100. The changes made are entirely due to the need to accommodate additional security measures. Section 173 -27 -100 WAC Revisions to permits provides that a revision may be approved when an applicant proposes substantive changes to the design of an approved project. Changes are considered substantive if they materially alter a project in a manner that relates to its conformance to the terms and conditions of the original permit, the master program and/or the policies and provisions of Chapter 90.58 RCW. Changes which are not considered substantive do not require approval. Section 173 -27- 100(2) WAC further defines the intent of "Within the scope and intent of the original permit." Ground area coverage and height may be increased a Shoreline Permit Revision SMA 99 -10 COHO Ferry 100 East Railroad Avenue Jrtnuary 21, 200/ Page 2 maximum of ten percent from the provisions of the original permit under WAC 173- 27- 100(2)(b) as a permitted revision. If the applicant's original drawing is viewed such that the proposal included the future expansion area, the intent would have been an eventual structure of 8300 square feet. The only minor flaw is then that although the future revision was noted on the plans, it was not discussed in staff's analysis or in the Planning Commission's minutes. Nonetheless, it was on the drawing and not undisclosed. If an ultimate 8300 square feet was intended, and it is determined that the proposal does not propose a substantive change from the original permit, it would seem logical to allow a nonsubstantive change to equal the same ten percent addition allowed by WAC 173.27.100(2)(b). The project could then equal 9130 square feet (8841 square feet is proposed). Additionally, administrative approval of a revision to the shoreline substantial development permit may be made if the City finds that the proposal will result in substantive change to the permitted activity but meets the spirit and intent of the original permit, does not conflict with master program regulations, and does not conflict with 90.58 RCW or Section 173.27.100 WAC. In weighing the outcome of proceeding with either simple approval of the additional floor area, an administrative revision to the shoreline permit, or holding strictly to staff's earlier analysis which appears to have been based solely on the written material (SEPA Checklist and application) submitted with original application, I believe it is in the public's best interest to proceed with simple approval of the changes. This recommendation is made under the assumption that a second permit would allow the proposed expansion and that the requirement for second permit would only result in delay of the project until late spring. The changes are not substantive and comply with the spirit and intent of the original permit. If the changes are considered substantive, approval of the proposal would still be in concert with Section 173.27.100 WAC if viewed as including the "future expansion" area as part of the original permit. The following findings and conclusions could be cited in justification of either outright permissibility for the expansion or for an administrative revision of SMA 99 -10 for the COHO Ferry: Findings: 1. A shoreline substantial development permit was approved to allow expansion of the MV COHO Ferry terminal and dock under SMA 99 -10 on October 27, 1999. The original application materials identify a new single story 7640 square foot structural addition with a proposed future expansion area of 660 square feet for a total future building area of 8300 square feet. There is no record of discussion during the public hearing for the shoreline substantial development permit that a second permit would be required to include the "future expansion" area identified on the original drawings. Shoreline Permit Revision SMA 99 -10 COHB Ferry 100 East Railroad Avenue January 21, 2001 Page 3 2. Due to negotiations with various state agencies, the project has not begun but is now proposed for commencement. Final site plans show an increase from the identified 7640 square foot floor area to 8841 square feet due largely to increased security measures now required at port entrances to the United States. The entire 541 square feet of additional floor area is identified as being for activities of the U.S. Coast Guard and U.S. Customs Service. 3. If the "future expansion" area on the original site plan is considered as part of the original application, the total approved area would have been 8300 square feet. 4. Section 173 -27 -100 WAC provides that changes to a shoreline substantial development permit may be made as long as the changes are not considered substantive. Changes are substantive if they materially alter the project in a manner that relates to its conformance to the terms and conditions of the permit, the master program and/or the policies and provisions of Chapter 90.58 RCW. Changes which are not substantive in effect do not require approval of a revision. 5. Section 173 -27 -100 WAC allows for revisions to approved permits if such revision is within the scope and intent of the original permit. Section 173 -27- 100(2) WAC describes those conditions under which substantive revisions may be approved. Section 173- 27- 100(2)(b) provides that ground area coverage and height may be increased by a maximum of ten percent from the provisions of the original permit under a revision process. A ten percent increase over the 8300 total square foot proposed structure would bring the structural area to 9130 square feet. The proposal is for 8841 square feet. 6. The proposed revision does not include additions or extensions of the deck structure and does not propose the extension of structures on the dock northward from where structures have historically existed. Conclusions: A. The proposed change is not substantive in that it does not materially alter the project from the original proposal. The additional floor area remains within the scope and intent of the original permit which was intended to provide enhanced security measures and standard public service amenities such as restroom facilities to the COHO ferry terminal. The changes proposed are in the public interest and welfare. C. Although a revision is not required, the proposal would fall within the parameters to approve a revision if needed under Section 173 -27 -100 WAC. Space Heat Type Electric Resistance All other (see over for definitions) Date 12/19/2001 Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical overhd) divided by Gross Exterior Wall Area times 100 equals Glazing 790.0 12393.0 X 100 00 6.4% Concrete/Mason O t Ori P Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic Date 12/19/2001 All Other Roofs R -35 For Building Department Use Opaque Walls R -21 Below Grade Walls BLACK BALL TRANSPORT Floors Over Unconditioned Space 101 EAST RAILROAD AVE, PORT ANGELES, WA Slabs -on -Grade 6 Fill out this line R -0 Radiant Floors Maximum U- factors Opaque Doors 0.19 1.45 Vertical Glazing 0.29 0.48 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing Project Info Project Address 101 EAST RAILROAD AVENUE Date 12/19/2001 PORT ANGELES, WA 98362 For Building Department Use Applicant Name: BLACK BALL TRANSPORT Applicant Address: 101 EAST RAILROAD AVE, PORT ANGELES, WA Applicant Phone: 6 Fill out this line on ENV -SUN1 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version Climate Zone 1 ENV -SUM Envelope Summary 1994 Washington State Nonresidential Energy Code Compliance Forms Project Description New Building Addition Alteration Change of Use Compliance Option Prescriptive Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD Systems Analysis Semi- heated space* Minimum Insulation R- values Roofs Over Semi Heated Spaces* `Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete /Masonry Wall Requirements Insulation on interior maximum U- factor is 0.19 Insulation on exterior or integral maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC 9.0 Btu /ft F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value position) U- factor eelope q /J /4, Lighting w To the hest of my knowledge and ability, these plans show compliance with the requirements of the 1994 '7SEC as initialed iVrlechanical 4 1/2 ry 170594023 p;exfature li l.i l )"leY July. 1994 Project Address 101 EAST RAILROAD AVENUE Date 12/19/2001 Space Heat Type Electric resistance t3 All other For Building Department Use Glazing Area as gross exterior wall area 6 4 Concrete/Masonry Option Yes No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Opti Target U- factors, SHGC and Glazing will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID page Proposed UA U- factor x Area (A) UA (U x A) Target UA U- factor x Area (A) m on .Fi m m c� U= Plan ID:Page A -03 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.290 416.0 120.64 0.480 374.0 179.52 0.900 1859.0 Glazing Electric Resist. 0 -15% 0.40 >15 -20% 0.40 >20 -30% not allowed >30-40% not allowed (see Table 13 -1 for Conc /M Overhead Glazing U= Plan ID: U. Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing Electric Resist. 0 -15% 0.80 >15 -20% 0.80 >20 -30% not allowed >30 -40% not allowed (see Table 13 -1 for Conc /M sJoo0 I anbed0 U= Plan ID: Page A -03 U= Plan ID: U= Plan ID: 1.450 105.0 152.25 0.190 21.0 3.99 Electric Resist. 0.60 JBA O I Jan0 cinnv R= Plan ID: Page A -02 R= Plan ID: R= Plan ID: Electric Resist. 0.031 Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: 0.047 10714.0 503.558 0.050 10714.0 Electric Resist. 0.034 I Opaque Walls` R= Plan ID:Page A -02 R= Plan ID: R= Plan ID: R= Plan ID. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.470 1147.0 539.09 0.140 10534.0 Electric Resist. Ordinary 0.062 Metal stud 0.11 Conc(int) 0.19 Conc(oth) 0.25 I oeiuw Grade 1A /allc R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Ordinary 0.062 Metal stud 0.11 riuuis vvei Uncond. Sr R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. 0.029 aau -ui r grade Pailiont R= Plan ID:Page A -02 R= Plan ID: R= Plan ID: R= Plan ID: 0.730 459.0 335.07 0.540 459.0 Electric Resist. F =0.54 (see Table 13 -1 for radian `For CMU walls, indicate core insulation material. n J T Totals) 13236 For compliance: 1834.118 Totals) 23566 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version Envelope UA Calculations Climate Zonel 1994 Washington State Nonresidential Energy Code Compliance Forms on is used, shall equal Target Total Area, and 2) Proposed Tota UA shall not exceed Target Total UA. g 1994 Washington State Energy Code Compliance Forms July, 1994 Project Address 101 EAST RAILROAD AVENUE 'Date 12/19/2001 The following information the Washington is necessary to check a building permit application for compliance with the building envelope requirements in State Non esidential Energy Code. Applicability (show with X) Code Section Component Information Required I Location on Plans I Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 m'; Scope Unconditioned spaces identified on plans if allowed Pa a 02 g *pace lean t ype yes no lectric Cr) resistance yes no 1 310.2 Other Indicate on plans that electric resistance heat is not allowed yes no Ca; Semi heated spaces Semi heated spaces identified on plans it allowed 1311 1311.1 Insulation ya no n. a. 1311.2 Insul. installation ndicate densities and clearances yea no n. a. Hoof /ceiling insul. Indicate N -value on roof sections for attics and other roofs; ndicate clearances for attic insulation; ndicate baffles if eave vents installed; ndicate face stapling of faced batts Page -02 y no n.a. cla 8 1311.3 Wall insulation ndicate k -value on wall sections; ndicate face stapling of faced batts; ndicate above grade exterior insulation is protected; ndicate loose -fill core insulation for masonry walls as necess; ndicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; Page -02 no n.a. 1311.4 Floor insulation ndicate R -value on floor sections; ndicate substantial contact with surface; ndicate supports not more than 24" o.c.; ndicate that insulation does not block airflow through foundation vents s no, n. a. E 1311.5 1311.6 Slab -on -grade floor ndicate R -value on wall section or foundation detail; ndicate slab insulation extends down vertically 24" from top; ndicate above grade exterior insulation is protected Page yes no C "Ss 1312 Radiant floor ndicate H -value on wall section or foundation detail; ndicate slab insulation extends down vertically 36" from the top; ndicate above grade exterior insulation is protected; ndicate insulation also under entire slab where req'd. by Official no n. a. 1312.1 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area Page 3 See Attached Sheets yea no n.a. 1312.2 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area weighted calculations as necessary Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings Page 3 See Attached Sheets yes no a SHGC K SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area weighted calculations as necessary) 1313 Moisture control Page e no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side P age -2 y a no n.a. 1313.2 Hoof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. iee no n .a. d. O. a vapor relarc er Indicate vapor retarder on wall section Page -2 yes no 1313.4 1313.5 Floor vapor retarder Indicate vapor retarder on floor section yea no Crawl space vap. ref. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage Page -2 no n.a. no n. a 1314.1 1314.2 Bldg. envel. sealing Indicate Glazing /door sealing Indicate sealing, caulking, gasketing, and weatherstripping weatherstripping Page -2 yea no n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yea nC', If "no" is Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary circled tor anv auestinn_ nrnvirin cvrtinnafl..... 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version CO 0 0 e 0 0 B ao N H Pi' t o N C ro CD m a A m a r Vl 5s a a w w co n m m E. aG n F 0 0 w E X g uo c a 5 E. 'd E ao L. n» e R m n a 0 Cn -rd a o o 00 7 y R ao e CL CD P a 0 o C O CL. °n y 0 w w w w w w w w C T o f> 0000000 0 0 0 0 f0 w at 00 0 5 7 y 'F 7y 7 y p m N G< w C w .7 a en p a0 da P. C 0 0 0 0 d O 1+ 0 t a a C' O O y K Al O y 0 co m 0 w rn o 5. m y n r... oy g m w a O O o C p v, v. 'a 5 S. rZi ry ti O w p o m o 0 5 ao 7 0 '4 0 2 y co 0 E d w• o =o o a' 'o 0 0' o F o ao N O C p, a o y a o 5t a coo d o co t< cr e° i< o 4 c a H 0 as w a R 0 g c w B a c 0 B 0 m x o 0 v a co o st E o 0 C 0 w A 0 O 3 0 b 3 t m or S a ro nno nij v y A Indicate clearances for attic insulation Alum Store Front Unit Door Units Alum Store Front Unit Door Units ampagas loofa n N a 0 25'x 6'0" 10' 10' x 6' 8" 1 4' 0" x 8'0" I 4 "0" x 4'0" 'Size Alum Store Front Unit Alum Store Front Unit Alum Store Front Unit Fixed Fixed Alum/TB Alum/TB Alum/TB (Vinyl 'Vinyl 1 Frame Low -e 'Low -e Low -e Low-e Low-e Air 'Air Air t Argon 'Argon 0.48 n 42 n 42 n )oi 1 fl ?CI CO 0 0 e 0 0 B ao N H Pi' t o N C ro CD m a A m a r Vl 5s a a w w co n m m E. aG n F 0 0 w E X g uo c a 5 E. 'd E ao L. n» e R m n a 0 Cn -rd a o o 00 7 y R ao e CL CD P a 0 o C O CL. °n y 0 w w w w w w w w C T o f> 0000000 0 0 0 0 f0 w at 00 0 5 7 y 'F 7y 7 y p m N G< w C w .7 a en p a0 da P. C 0 0 0 0 d O 1+ 0 t a a C' O O y K Al O y 0 co m 0 w rn o 5. m y n r... oy g m w a O O o C p v, v. 'a 5 S. rZi ry ti O w p o m o 0 5 ao 7 0 '4 0 2 y co 0 E d w• o =o o a' 'o 0 0' o F o ao N O C p, a o y a o 5t a coo d o co t< cr e° i< o 4 c a H 0 as w a R 0 g c w B a c 0 B 0 m x o 0 v a co o st E o 0 C 0 w A 0 O 3 0 b 3 t m or S a ro nno nij v y A Indicate clearances for attic insulation Alum Store Front Unit Door Units Alum Store Front Unit Door Units ampagas loofa Size Type Door ListTesting Glass Size Location 1 6'0" x 7' 0" Store Front Alum TB Frame Full -Lite Main Unit 2 3 x 7'0" Store Front Alum TB Frame Full -Lite Main Unit 3 3 x 6'8" Metal insulated NFRC Tested None Main Unit l#1-1, Size Type Frame Type Glass Type Location SO Footage Amount 4 x 4'0" Fixed Vinyl Frame Low -e Argon Main Unit 288.00 18 z 4'0" x 8 Fixed Vinyl Frame Low -e Argon Main Unit 128.00 4 3 10' 10" x 6"8" Store Front Alum TB Frame Low -e Argon Main Unit 72.25 1 4 25' 6" x 8' 6" Store Front Alum TB Frame Low -e Argon Main Unit 195.75 1 5 17" 8" x 6' 0" Store Front Alum TB Frame Low -e Argon Main Unit 106.00 1 i4k1-1 Type Type Glass Type U -Value Area Testing Store Front Alum TB Frame Full -Lite 1.45 84 Default 2 Store Front Alum TB Frame Full -Lite 1.45 21 Default 3 Solid Metal insulated None 0.19 21 NFRC Tested FOR: BLACK BALL WINDOW AND DOOR LIST NONRESIDENTAIL ENERGY CODE COMPLIANCE FORM WINDOW AND DOOR LIST Window Information ALL WINDOW INSULATE VINYL WITH LOW -E ARON Door Information STORE DOORS UNTESTED UNIT DEFAULT U -VALUE Page 1 TOTALS 790.00 1 2 Type Fixed Store Front Frame Type Vinyl Frame Alum TB Frame Glass Type Low -e Argon Low -e Argon U -Value 0.29 0.48 Area 416 374 Testing NFRC Tested NFRC Tested Project Info Project Address 101 EAST RAILROAD AVENUE Cooling Date 12/19/2001 Equip. ID PORT ANGELES, WA 98362 Model No. Capacity For Building Dept. Use OSA CFM Econo SEER or EER IPLV Location Applicant Name: BLACK BALL TRANSPORT 38AQS008 7.5 TON Applicant Address: 101 EAST RAILROAD AVE, PORT ANGELES, WA Applicant Phone: 6 Fill out this line on ENV -sUM1 38AQS008 7.5 TON 86000 BTU YES 9.8 Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location 1.0 CARRIER 38AQS008 7.5 TON 86000 BTU YES 9.8 PAGE M -1 2.0 CARRIER 38AQS008 7.5 TON 86000 BTU YES 9.8 PAGE M -1 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency4 1.0 CARRIER 38AQS008 7.5 TON 86000 BTU YES 83000.0 46000.0 C0P47 2.0 CARRIER 38AQS008 7.5 TON 86000 BTU YES 83000.0 46000.0 C0P47 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM sp HP /BHP Flow Control Location of Service 1.0 NUTONE QT110 110.0 BATHROOM PAGE M -1 i 2 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version MECH -SUM Mechanical Summary 1994 Washington State Nonresidential Energy Code Compliance Forms July, 1994 Project Description Briefly describe mechanical system type and features. Compliance Option Simple System 'F Complex System Systems Analysis (See Decision Flowchart (over) for qualifications) If available. As tested accord ng to Table 14 -1, 14 -2 or 14 -3. 3 If equired applicable. 5 Flow control types: VAV, constant volume, or variable speed. 4 COP, HSPF, Combustion Efficiency, or AFUE, as Mechanical Complex Systems Checklist MECH -COMP 1994 Washington State Energy Code Compliance Forms Project Address 101 EAST RAILROAD AVENUE Date 12/19/2001 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability Code (show with X) Section Component Information Required Location Building Department on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes yes yes yes yes 1431.1 1432 1432.1 1432.2 1432.2.1 1432.2.2 1433 1436 143/ n .a. 1438 If" I dt Meld assem. sys. Controls Setback shut -ott I emp. reset control Air systems Hydronlc systems Economizers 1435 Slmul. htg. clg. Heat recovery Elec. motor effic. Variable flow sys. t Provide calculations Indicate separate systems or show Isolation devices on plans Indicate automatic reset Indicate automatic reset Indicate economizer on equipment schedule or provide calculations to justify exemption Indicate separate systems on plans Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Indicate heat recovery on plans; complete and attach heat recovery calculations MECH -MO I or Equip. Schedule with hp, rpm, efficiency Indicate variable flow on tan and pump schedules provide ex Ia na t ion: 1434 Separate air sys. July, 1994 See Attachjed Sheets See Attachjed Sheets See Attachjed Sheets See Attachjed Sheets See Attachjed Sheets See Attachjed Sheets no is circ a or any ques ion, pr p Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version Section 1432.2 Hot Water Suppl) Temperature Rem Controls Required Yes Capacity of H Heating System No Greater Than 600,000 atohjz No Start Here Section 1411.1 Equipment Perf. Shall Meet Tables 14 -1 through 14 7, Section 1431.1 Field- Yes Calctdat i t Assembled Total On-site e En poet N Input Output Required No A System Serving Mcl iple Zones es Section 1432.2: T Supply Air Reset Controls Required (continued on back) 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version Lighting Permit Plans Checklist LTG -CHK 1994 Washington State Energy Code Compliance Forms Project Address 101 EAST RAILROAD AVENUE The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washing on State Nonresidential Energy Code. Applicability Code show with XX Section Component LIGHTING ONTRO S (Section 1513 yes 1513.1 Local control /access Schedule with type, indicate locations Page a -1 yes 1513.2 Area controls Maximum limit per switch Daylight zone control 1513.3 yes yes yes yes 1513.4 1513.5 1513.6 1513.6.1 1613.6.2 vertical glazing overhead glazing Display /exh i b /speaal Exterior shut -oft (a) timer w /backup (b) photocell. Inter. auto shut -off (a) occup. sensors (b) auto. switches Lighting Sum. Form Information Required Schedule with type and teatures, indicate locations Indicate vertical glazing on plans Indicate overhead glazing on plans Indicate separate controls Schedule with type and features, indicate location Indicate location Indicate location Indicate location Schedule with type and locations Schedule with type and features (back -up, override capability); Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520 22 or 1530 -32) yes Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Date 12/19/2001 Location on Plans Page E -1 Page B -1 Page E -1 Page a -1 Page E -1 Page E -1 July, 1994 Building Department Notes ELECTRIC MOTORS (Section 1511) Elec motor efficiency MECH -MU 1 or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: Project Info Project Address 101 EAST RAILROAD AVENUE Date 12/19/2001 PORT ANGELES, WA 98362 For Building Department Use WAITING Applicant Name: BLACK BALL TRANSPORT Applicant Address: 101 EAST RAILROAD AVE, PORT ANGELES, WA Applicant Phone: 6 Fill out this line on ENV -SUM1 12697.5 Project Description I e New Building Addition Alteration 0.8 Compliance Option Prescriptive EI Lighting Power Allowance Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) OFFICE Alteration Exceptions (check appropriate box) No changes are being made to the lighting Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft2 Area in ft Allowed x Area WAITING SEARCH AND HANDLING AREA 1.5 8465.0 12697.5 RESTROOMS TOILET FACILITIES 0.8 462.0 369.6 OFFICE GENERAL OFFICE 1.2 144.0 172.8 STORGE STORAGE ROOM 0.5 234.0 117 Bldg. (by perim) 4' 2 LAMP WRAP FLURESCENT TYPE E 5.0 59.0 295 From Table 15 -1 (over) document all exceptions taken from footnotes Total Allowed Watts 13356.9 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed PAGE 400 HPS LOW -BAY TYPE A /A1 14.0 465.0 6510 Open Parking 8' 2L HO FLUORESCENT TYPE B /B1 25.0 207.0 5175 Outdoor Areas 4' 4 LAMP WRAP FLURESCENT TYPE C 3.0 118.0 354 Bldg. (by facade) 4' 2 LAMP WRAP FLURESCENT TYPE D 8.0 59.0 472 Bldg. (by perim) 4' 2 LAMP WRAP FLURESCENT TYPE E 5.0 59.0 295 Note: for building exterior, choose either the facade area or the perimeter method, but not both) 4' 1 LAMP WRAP FLURESCENT -TYPE F 2.0 32.0 64 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 12870 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 70 WATT HPS WALL PACKS WITH PHOTO CELLS 0.2 W/ft2 87.0 696 Open Parking 100 WATT HPS WALL PACKS WITH PHOTO CELLS 0.2 VV/ft2 130.0 520 Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 1216 0.25 W /ft Bldg. (by perim) BUILDING BY PERIM 7.5 W /If 445.0 3337.5 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 3337.5 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 70 WATT HPS WALL PACKS WITH PHOTO CELLS 8.0 87.0 696 100 WATT HPS WALL PACKS WITH PHOTO CELLS 4.0 130.0 520 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1216 1994 Washington State Nonresidential Energy Code Compliance Form Electronic Beta Version Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for In erior) Maximum Allowed Lighting Wattage (Exterior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) July, 1994 38AQS012,016 Copyright 1999 Carrier Corporation Product Data 38AQS /40RMQ Heat Pump Systems Nominal Heating: 83,000 to 164,000 Btuh Nominal Cooling: 7 to 15 Tons 38AQS008 137 Heat Pump Systems that Save Energy and Provide Outstanding Heating and Cooling All Year All- season comfort in any climate High energy savings capability Suitable for new construction or replacement Features /Benefits System indoor and outdoor sections offer outstanding performance in either the cooling or heating mode Heat pump system energy savings opportunity Electrical energy consumption is always a prime concern when selecting an air conditioning system for a com- mercial application. An easy, effective way to save energy is to install a heat pump. Should your building plans call for one, consider a matched Carrier 38AQS /40RMQ heat pump system. These systems not only provide highly efficient cooling, they also double as a clean, safe, efficient source of heat. In fact, they are capable of delivering approximately 3 units of heat energy for each unit of electrical power consumed. Heat pump uniqueness The outstanding performance of these heat pump systems is due to the heat pump's ability to absorb and transfer heat from outdoors to indoors for heating, and from indoors to outdoors for cooling. System indoor and out- door sections operate as evaporators or condensers, depending on whether heating or cooling is required. The heating cycle always starts with the outdoor coil absorbing heat from the Form 38AQS -4PD surrounding alr (even outside air at ex- tremely cold temperatures), and ends with the indoor coil releasing or reject- ing heat to the air around it. Variable refrigeration circuit- ing (VRC) 38AQS units For that extra measure of heat pump performance, variable refrigeration cir- cuiting provides improved heat trans- fer. The design combines check valves and fixed -bore refrigerant metering to optimize the circuiting of the outdoor coil. This circuiting achieves the best performance possible during both the heating and cooling modes. The VRC feature provides three valuable benefits that ordinary heat pump systems can- not match: Improved heat transfer, resulting in a higher Coefficient of Performance (COP), especially at temperatures below 47 F. Improved reliability, by ensuring the proper quality of refrigerant is flow ing to the compressor. Faster coil defrosting. 38AQS application versatility Whether for a new application or replacement, these Carrier split system heat pumps offer time- proven perfor- mance for year -round comfort in any climate. Rugged long life compressor 38AQS units Model 38AQS outdoor sections are equipped with 06D semi- hermetic compressors, which are famous throughout the industry for their reli- ability. These compressors have vane type oil pumps with positive oil pres- sure, an oil pressure regulating valve, class F stator windings, capacity reduc- tion, oil level sight glass, and service valves. Through cylinder unloading, the 38AQS012 and 016 (one electric unloader is standard) can reduce capac- ity during the cooling phase to reduce energy usage and improve space tem- perature regulation. A Cycle -LOCTM device in the 38AQS control box holds the compressor off -line if any opera- tional or safety device trips the com- pressor. The unit can be reset manually at the thermostat. Features to consider, 38AQS008, units Controls for performance effi- ciency The 38AQS008 unit offers 2 the building owner operating controls and components designed for perfor- mance dependability. The highly effi- cient semi hermetic compressor is en- gineered for long life and durability. The compressor includes overload pro- tection and compressor vibration isola- tion for further enhancement of quiet operation. The high pressure switch protects the entire refrigeration system from abnormally high operating pres- sures. A loss -of- charge switch is also provided to protect the system against low charge conditions. The unit also includes anti -short- cycling protection which protects the compressor from the damage that can be caused by rapid compressor cycling. The 24 -v control circuit transformer permits quick, easy wiring of standard and programmable 24 -v thermostats. Latest safety standards for 38AQS008 units are assured through UL (Underwriters' Laboratories) and UL, Canada approval. The 38AQS008 utilizes a state -of- the -art defrost board with field config- urable timed defrost cycles. The defrost board may be easily configured for de- frost cycles of 30, 50, or 90 minutes, depending upon the application. Features to consider, 38AQSO12,O16 units A low oil pressure switch protects against loss of oil pressure. The Chronotempm defrost system allows defrost to occur every 60 minutes if the defrost thermostat is calling for defrost- ing. If the thermostat is not calling for defrosting, another 60 minutes must pass before defrosting begins. 138 Motor failure due to electrical ovp load is prevented by temperature current sensors. Coil quality and formance are enhanced by copy tubes and aluminum fins, which p vide maximum heat transfer. The coil is circuited for subcooling. A larg heat transfer surface offers additions efficiency. Heat pump performance enhanced by variable refrigei ation circuiting —38AQS unl Cooling mode During cooling, t 38AQS outdoor coil condenses the t gas through a converging series circt First the check valve system feeds al the hot gas through the circuits at -tt bottom half of the coil. This desupei heats and partially condenses the he gas. The hot gas is then routed through the upper half of the coil at finally through the subcooling coil. T subcooled liquid then enters the liqu line. This process also occurs durinc defrosting, resulting in improved, me thorough defrosting by assuring that the bottom half of the coils is hot ar clear so that frost slides down and c Heating mode During heating, the 38AQS outdoor coil becomes ti evaporator, absorbing available heal from the outdoor air. The check vat system directs the flow of liquid refr erant to individual parallel circuits, c ating a "full face" active condition; t entire coil face is exposed to the sar temperature of entering refrigerant. The result is maximum recovery of heat from outdoor air, a higher COI and improved reliability. Innovative Carrier 4ORMQ indoor units are custom matched to 38AQS outdoor units for superior system performance The 40RMQ Series has excellent fa performance, efficient direct expansion (DX) coils, easy installatic and a unique combination of indoor quality features. Its versatility and ste of -the -art features help to ensure th, your heat pump system provides ec nomical performance now and in tF future. over and per er pro- large onal ger- inits 1, the e hot rcuit. all the )er- hot and The quid 1g lore at Ind off. .h it Ive rig =re- the me 1 n, air to es/Benefits (cont) Installation and service ei4ORMQ multiposition design dS,Sio'mponent layout help you to get e unit installed and running quickly. e'dlrect- expansion (DX) coils have My- installed thermostatic expan- bionyalves (IXVs) with matching dis- butor nozzles. All 4ORMQ units also pclude factory- installed check valves and piping -for heat pump duty with fching 38AQS units. The 4ORMQ units can be converted from horizontal to vertical operation by simply repositioning the unit. Drain connections are duplicated on th sides of the unit. Fan motors and factors are prewired. For easier ser- dkthe filters, motor, drive, TXVs, check valves, and coil connections are eceessible by removing a single side Panel. In quality (IAQ) features a-a l% unique combination of IAQ fea- ture's'in the 4ORMQ Series indoor units helps to make sure that only clean, fresh, conditioned air is deliv- ered to the occupied space. In the Cooling mode, direct- expan- sio, "(D).Qj cooling coils prevent the alp of humidity in the room, even uitig part -load conditions. Unit sizes of 10 tons and above feature dual muit coils Standard 2 -in. disposable filters re- ove dust and airborne particles from e occupied space. able of contents Thermal insulation contains an im- mobilized anti microbial agent to inhib- it the growth of bacteria and fungi. The anti- microbial agent is registered with the U.S. Environmental Protection Agency (EPA). The pitched PVC drain pan can be adjusted for a right- or left-hand con- nection to provide positive drainage and to prevent standing condensate. The 4ORMQ accessory economizer can provide ventilation air to improve indoor air quality. When used in con- junction with Carrier Comfort System thermostats and CO2 sensors, the economizer admits fresh outdoor air to replace stale, recirculated indoor air. Economy The 4ORMQ Series air handlers have low initial costs, and they continue to save money by pro- viding reduced installation expense and energy efficient performance. Quick installation reduces installation costs, and TXVs, check valves, and heat pump piping are factory- installed. High- efficiency, precision balanced fans minimize air turbulence, surging, and unbalanced operation, cutting op- erating expenses. The economizer accessory precisely controls the blend of outdoor air and room air to achieve comfort levels. Page Features/Benefits 1 -3 Model Number Nomenclature 4- Capacities 5 ysical Data 6,7 Options and Accessories 8 -11 Dimensions Outdoor Units 12,13 Dimensions Indoor Units 14 -16 Selection Procedure 17 Performance Data 18 -22 T ical Piping and Wiring 23,24 c oital Data 25-27 an trols 28 fcalControl Wiring Schematic 29-33 Application Data 33 -36 Guide Specifications 38AQS008 Outdoor Units 37,38 Guide Specifications 38AQS012,016 Outdoor Units 39 -41 uide Specifications Indoor Units 42,43 139 When the outside air enthalpy is suit. able, outside air dampers can fully open to provide "free" cooling. Rugged dependability 4ORMQ units are made to last. The die- formed galvanized steel panels ensure structur- al integrity under all operating condi- tions. Galvanized steel fan housings are securely mounted to a die formed galvanized steel deck. Coil housings are galvanized steel, and coils have alu- minum fins mechanically bonded to copper tubes. The PVC condensate drain pans provide corrosion -free performance. Coil flexibility Model 4ORMQ coils have galvanized steel casings; in- let and outlet connections are on the same end. The coils are designed for use with Refrigerant 22 and have 3 /8 -in. diameter copper tubes mechan- ically bonded to aluminum sine -wave fins. The coils include matched, facto- ry- installed TXVs with matching distrib- utor nozzles. Check valves and heat pump piping are also Included in all 4ORMQ units. Duplicate piping access holes on both sides of the unit eliminate drilling; condensate connections for both verti- cal and horizontal installations are also provided on both sides of the unit. 3 Model number nomenclature 38AOS Split System Heat Pump Nominal Tons 008 7 -1/2 Tons. 012 10 Tons 016 -15 Tons Not Used Condenser Protection Options Aluminum (Standard) C Copper V Pre Coated Aluminum Fins,(006) K Pre Coated Aluminum Fins (012,016) Post Coated Aluminum (Contact Factory) (008 Only) Post- Coated Copper (Contact Factory) (008 Only) E E- Coated Al Fin/Cu Tube (012,016) F E- Coated Cu Fin/Cu Tube (012,016) LEGEND Al Aluminum Cu Copper 'Size 008, only. 4ORM Commercial Packaged Air Handler Cooling Coll D Heat Pump Nominal Capacity Tons 008 7 -1/2 012 10 016 15 Not Used Expansion Device B Thermostatic Expansion Valves Voltage Designation 1 575-3-60 3 208/230.1 -60' 5 208/230 -3 -60 6 460 -3-60 •Size 008 only. tFor 40RM0008 units with single -phase motors, YC and WD options denote standard motor and high static drive. Quality Assurance amwa Approvals: 150 9001 EN 29002 BS5750 PART 2 loot OS' ANSI /ASOC 092 38AOS008 UNITS 4ORM 0. 016 B 5 0 1 GC 7� 38AOS 008 5 0 US 140 Quality Assurance i T Packaging 0 Base Unit 1— Domestic Revision Number 0 Ori.'nal Voltage Designation 1 575-3-60 (Sizes 012,016 Only) 5 208/230.3.60 6 —460-3-60 Factory- Installed Options GC Unpainted, Standard Motor and Standard Drive HC Unpainted, Standard Motor and Medium Static Drive YC Unpainted, Alternate Motor and High Static Driver ED Painted, Standard Motor and Standard Drive FD Painted, Standard Motor and Medium Static Drive WD Painted, Alternate Motor and Hi.h- Static Drive} Packaging 1 Standard Domestic Revision Number 0— Original Model Approvals: 150 9002 EN 29002 555750 PART 2 ANSVA30C 092 38AOS012 016 AND 4ORM0 UNITS RI capacities INDOOR UNIT 4ORM0 008 012 016 AIRFLOW COOLING HEATING (Cfm) Cfm HI -Temp Low -Temp Net Cap. EER IPLV Net Ca COP (Btuh 3000 86,000 9.8 N/A 83,000 3.0 4000 108,000 8.9 11.2 111,000 3.0 6000 172,000 8.8 89 164,000 3.0 Net Cap COP (Btuht 46,000 2 0 62,000 2.0 94,000 2.2 OUTDOOR UNIT M1 38AOS LEGEND Bele Sound Level (1 bel 10 decibels) Cop Coefficient of performance Btuh output Btuh input or Unit Power Input x 3.413 (Based on ARI conditions) Btuh output EER Energy Efficiency Ratio Btuh Unit Power Input (Based on ARI conditions) LV.— Integrated Part -Load Value (r'Conditioning 8 Refrigeration Institute. T4OTES: 1. Standard ratings are net values, reflecting the effects of circulating fan heat. Supplementary electric heat Is not included. Ratings are based on: Cooling Standard: 80 F db, 67 F wb Indoor entering -air temperature and 95 F db entering -air outdoor unit. HI -Temp Heating Standard: 70 F db indoor entering -air temperature and 47 F db/43 F wb entering -air outdoor unit. S :Ld -Temp Heating Standard: 70 F db indoor entering -air temperature and '17 F wb/15 F db entering -alr outdoor unit. 88408008, 012 and 4ORM0008, 012 are rated In accordance with ARI Standard 210/240-94. 38AQS016 and 40RMQ016 are rated in accordance 41th ARI Standard 340/360 -93. Sound ratings are in accordance with ARI Standard 270 -84. 141 SOUND RATING (Bela) 9.2 8.8 8.8 UNIT 38AOS 008 012 018 NOMINAL CAPACITY (tons) 7 10 15 OPERATING WT (Ib) 548 750 803 REFRIGERANT (R -22) 100 008C 608 Operating Charge (Ib)• 19.5 30 37 COMPRESSOR 06DA818 06DF824t 06DF537t Cy 4 6 1 8.0 6 Oil Charge (pt) (ea) 5.5 8.0 OUTDOOR FANS Propeller; Direct Drive Oty 1 2 Rpm 1100 1075 Blade Diameter (In.) 26 26 Motor Hp 3 /4 1 /2 Cfm 6500 11,000 kW 0.96 1.46 OUTDOOR COIL No. of Rows...Fins/In. 2...17 2...15 3...15 Face Area (sq ft) 18.0 29.2 29.2 Storage Capacity (Ib)" 16.6 27.2 40.1 CONNECTIONS (Sweat) Suction (In.) 1 1 1 Liquid (In.) 1 /2 5 /4 5 /8 CONTROLS Pressurestat Settings (prig) High Cutout 426 z 7 400 400 Cut -In 320 z 20 300 300 Low Cutout 7z 3 7z3 7z3 Cut -In 22 z 5 22 z 5 22 z 5 Defrost Thermostat Initiate Defrost (F) 28 27 27 Terminates Defrost (F) 65 65 80 UNIT 38AOS OPERATING WEIGHT (Total) WEIGHT (Ib) Leg Location 1 2 3 4 008 546 175 133 132 100 008C 608 189 160 142 117 012 750 147 228 228 147 012C 845 166 266 242 171 016 803 158 243 244 158 016C 944 186 299 265 194 Physical data *Based on approximately 25 ft of interconnecting piping. Unit supplied with factory holding charge. Charge unit per charging chart located on unit. tEquipped with one electric unloader With condenser 80% full of liquid at 120 F. 6 OUTDOOR UNITS WEIGHT DISTRIBUTION 4 3' 2 1/4" 2 1 LEGEND C Optional coil with copper fins 4 142 carrier 2' -2 11/16" 3 UNIT4ORM0 NOMINAL CAPACITY (Tons) .)OPERATING WEIGHT (Ib) Base Unit with TXV Plenum "PANS Oty...Diam. (In.) Nominal Alrflow (cfm) Airflow Range (cfm) Nominal Motor Hp (Standard Motor)* 208/230.140 -i° 208/230-3-60 and 460 -3 -60 "Motor 576.3.60 Motor Speed (rpm) 208/230.140 208/230.3.60 and 460-3-60 575-3-60 'REFRIGERANT Operating charge (Ib) (approx per circuit)t DIRECT EXPANSION COIL Max Working Pressure (psig) Face Area (sq ft) No. of Splits Split Type...Percentage No. of Circuits per Split Rows...Fins/ln. STEAM COIL Max Working Pressure (psig at 400 F) Total Face Area (sq ft) Rows...Fins/In. HOT WATER COIL Max Working Pressure (psig) Total Face Area (sq ft) Rows-Fins/In. PIPING CONNECTIONS, Ouantlty...Size (In.) DX Coll -Suction (ODE) DX Coll Liquid Refrigerant (ODF) Steam Coll, In (MPT) Steam Coll, Out (MPT) Hot Water Coll, In (MPT) Hot Water Coll, Out (MPT) Condensate (PVC) _FILTERS Ouantlty...Slze (In.) Access Location LEGEND INDOOR UNITS 008 71/2 385 427 713 97 97 140 1...15 3000 2250 -3750 2.4 2.4 2.0 1725 1725 1725 3.0 6.67 1...9 6.67 2...8.5 143 012 10 1...15 4000 3000 -5000 2.4 2.0 172 5 1725 R -22 2.0/2.0 016 15 2...15 6000 4500 -7500 3.7 3.0 172 5 1725 3.0/3.0 Enhanced Copper Tubes, Aluminum Sine -Wave Fins 435 8.33 10.0 17.67 1 2 I 2 Face.. 50/50 15 9 I 16 3...15 4...15 4...15 175 6.67 1...9 150 6.67 2...8.5 TXV Thermostatic Expansion Valve 'Refer to the Alternate Fan Motor Data tables, page 35, for alternate motor data. tunits are shipped without refrigerant charge. 13.33 1...10 13.33 2...8.5 2...1 I 2...1 +/e 2... 1 2... 1... 1...1 1 ...1 1 /2 1...2 1...1 I 1...2 1...1 ODM /1 IDF Throwaway Factory Supplied 4.,,16 x24x2 I 4...16x20x2 4...16 x 24 x 2 Either Side 7 Moderate Coastal X Standard X END Mild Coastal X with Copper Tube Coil th Copper Tube Coil Applied to Entire Coil Assembly (012,016) Protection Options ng Applied to Entire Coil Assembly (008) Applied to Fin Stock Material 144 ENVIRONMENT' Severe Coastal X x ental Corrosion Protection" Catalog No. 811 -287 for more information. Industrial X X ions and accessories .00r units factory installed options 7 roShieIdTM condenser coil options Several ms are available to match coil protection to site condi- s for optimum durability. See the table below and refer the Application data for selection guidance. Consult ,ur Carrier representative for further information. utdoor units accessories Motormaster® Ill head pressure control (008 only) operates in Cooling mode at outdoor temperatures below 55 F. The Motormaster 111 control varies the speed of the outdoor -fan motor to maintain correct condensing temper- ature down to -20 F. Motormaster 1 head pressure control (012,016 only) operates in Cooling mode at outdoor temperatures below 45 F. The Motormaster control varies the speed of the outdoor -fan motor to maintain correct condensing tem- perature down to -20 E. Carrier's line of thermostats provide both programma- ble and non programmable capability with the new Debonairm line of commercial programmable thermo- stats, the TEMP System controls offer communication capability with staged heating and cooling, the Commer- cial Electronic thermostats provide 7 -day programmable DESCRIPTION (EnvlroShleld Option) Standard, AI /Cu Pre Coated Al/Cu Cu/Cu Post- Coated AVCu 008 Post Coated Cu/Cu (008) E- Coated Al/Cu (012,016) E- Coated Cu /Cu (012,016) LEG AVCu Aluminum Fin Cu/Cu Copper Fin wi E- Coated Epoxy Coatin g Envlro- Shield Family of Coil Post- Coated Organic Coati Pre Coated Epoxy Coating 'See "Selection Guide: Environm CONDENSER COIL PROTECTION APPLICATIONS ((lrric'I capability for economical applications, while the non- programmable thermostats offer a multitude of staged heating and cooling subbase options. Outdoor thermostat provides control to activate electric strip heaters. Condenser coil grille protects outdoor coil from large objects and vandalism. Condenser hail guard (008 only) protects outdoor units from hail and other flying debris. Mounting legs (012,016 only) hold unit approxi- mately 18 in. off the ground to allow for condensate drain connection. Gage panel package (008 only) provides one suction pressure gage and one discharge gage mounted on a com- mon panel. A shutoff valve is provided for each gage. Indoor units factory installed options Alternate fan motors and drives are available to pro- vide the widest possible range of performance. Prepainted steel units are available from the factory for applications that require painted units. Units are painted with American Sterling Gray color. Combined Coastal and Industrial x (indoor units field installed accessories wo row hot water coils have 5 /8 -in. diameter copper tubes mechanically bonded to aluminum plate fins. Coils have non ferrous headers. One -row steam coil has 1 -in. OD copper tube and aluminum fins. The Inner Distributing Tube (IDT) design provides uniform temperatures across the coil face. The steam coil has a broad operating pressure range; up to 175 psig at 400. F and up to 300 psig at 300 F. IDT steam coils are especially suited to applications where sub ;coils air enters the unit. 'Electric resistance heat coils have a one- or two- stage, open -wire design and are mounted in a rigid frame. Safety cutouts for high temperature conditions are standard. Accessory features single point power wire connection. l Economizer (enthalpy controlled) provides ventilation air and "free" cooling if outside ambient temperature and humidity are suitable. Can also be used in conjunction with Carrier Comfort System thermostats and CO2 sensors to help meet indoor air quality requirements. j Discharge plenum directs the air discharge directly into /the occupied space; integral horizontal and vertical louvers ;enable redirection of airflow. Accessory is available !unpainted or painted. Field assembly required. 'Return -air grille provides a protective barrier over the retum -air opening and gives a finished appearance to units Installed in the occupied space. Accessory is available unpainted or painted. 145 Subbase provides a stable, raised platform and room for condensate drain connection for floor- mounted units. Accessory is available unpainted or painted. Overhead suspension package includes necessary brackets to support units in horizontal ceiling installations. Carrier's line of thermostats provide both programma- ble and non programmable capability with the new Debonairm line of commercial programmable thermo- stats, the TEMP System controls offer communication capability with staged heating and cooling, the Commer- cial Electronic thermostats provide 7-day programmable capability for economical applications, while the non- programmable thermostats offer a multitude of staged heating and cooling subbase options. CO2 sensors can be used in conjunction with the econo- mizer accessory to help meet indoor air quality require- ments. The sensor signals the economizer to open when the CO2 level in the space exceeds the set point. A Carrier Comfort System programmable thermostat can also be used to override the sensor if the outside air temperature Is too high or too low. Condensate drain trap includes an overflow shutoff switch than can be wired to turn off the unit if the trap becomes plugged. Kit also includes a wire harness that can be connected to an alarm if desired. The transparent trap is designed for easy service and maintenance. 9 SUBBASE ECONOMIZER 4ORMQ WITH ECONOMIZER FAN COIL UNIT FAN COIL UNIT 4ORMQ WITH HOT WATER OR STEAM COIL 40RMQ WITH CONDENSATE DRAIN TRAP Crn FAN COIL UNIT 147 11 AA 1 /e" Dia. [35] Field Power Supply Hole BB 2" Dia. [51 Power Supply Knockout CC 2 Dia. [64] Power Supply Knockout DD 7 /3" Dia. [221 Field Control Wiring Hole 12 UNIT 38AOS 008 CORNER "Z. APPROX. 1'.4 NW 1421] r n CONNE 3' -2 9/16" 979] 1 CONTROL BOX/ COMPRESSOR ACCESS PANEL FORK TRUCK SLOTS (3 SIDES ONLY) 3' 3 1/2" [1003] FRONT DIMENSION CHART 1 UNIT WITH ALUMINUM -FIN COIL Dim. A Dim. B 1' -8" I 1' -5" [508.0) [431.8] Dim. A 1' -9 [546.01 SERVICE VALVE CONNECTIONS UNIT 38AOS I SUCTION LIQUID 008 We" [28.61 1 /2" [12.7] ELECTRICAL CONNECTIONS utdoor units FRONT UNIT WITH COPPER -FIN COIL Dim. B 1'-4 425 38AQS008 CORNER "x" OUTDOOR COIL 0' -2 I /4 "DIA [57] (TYP 8 PLACES) 148 3 -57n6" 1 1053 1 CORNER -Y" 0 -4 9/16" 4 9] BOTTOM OF UNIT 1'- 11/16" [322] 0' -6 11 /16" [170] 0' -10 3/4" [273] o' -10 1/4" [260] ELECTRICAL DISCONNECT LOCATION 0'- 9/161 TYP [6S] 3' -5 3/16" [1046] LEFT SIDE ;,2" 9 13/16" 1 [858.81 3' -10 9/16" [1185] RIGHT SIDE NOTES: 1. Dimensions in 1 are in millimeters. 2. Q, Center of gravity. See Chart for dimensions. 3. 6e/ Direction of airflow. 0' 13/16" (97] 2.3i111 16 37 0'- 6 5/8" [168.2] SUCTION CONNECTION (SEE CHART FOR SIZE) LIQUID CONNECTION (SEE CHART FOR SIZE) 4. Minimum clearance (local codes or jurisdiction may prevail). a. Bottom to combustible surfaces: 0 in, b. Outdoor coil, for proper airflow: 36 in. one side, 12 in. the Other. The side getting the greater clearance is optional. c. Overhead, 60 in. to assure proper condenser fan operation. d. Between units: Control box side, 42 in. per NEC. e. Between unit and ungrounded surfaces: Control box side, 36 in. per NEC. f. Between unit and block or concrete walls and other grounded sur- faces, control box side, 42 in. per NEC. 5. With the exception of the clearance for the outdoor coil as stated in note 4b, a removable fence or barricade requires no clearance. 6. Units may be installed on combustible floors made from wood or class A, B, or C roof covering material. Dimensions indoor units 3 11 /16' (93.7) 2' -5 1/16' (78 .1] 1' -5 1/4' (436.2] 3 1 /8' (79.41 1 5/8' (41.4) ALTERNATE ENTRANCE FOR POWER WIRING ALTERNATE 'ENTRANCE '.FOR COIL CONNECTIONS 1 /16 (407.31 ACCESS FOR CONTROLS, MOTOR AND BELT RETURN ALT RNATE RETURN AIR CONDENSATE DRAIN 1 tµ MALE PVC 2' 4 3 /1fi (713.81 LEFT SIDE TOP 3' 6 3/4' (1085.91 RIGHT SIDE DUCT FLANGE (SEE NOTE 451 i 1 ALTERNATE DRAIN LOCATION 4 ORM0008,012 ALTERNATE RETURN AIR INTAKE (25.4] 7/9' DIA (POWER ENTRY) (22.4) 'ACCESS LIELT [469.9) 3' 6 3/4' (1065.91 RETURN AIR INTAKE 67 IX] U111 [28 1/ 61 OIA. FOR LIQUID CONNECTION 3 24 /5/ DNA. FOR SUCTION CONNECTION 7 /6'. DIA, FOR TXV BULB CONNECTION (22.21 9 3/16 (537.71 1 /16 1'-2 /16 1' -4 1/16 (4 81.1] I1 /16 (3 57I .1 (407.9] Cr (2B� .91 t (28.66] 1 3/4' 01A. FOR SUCTION CONNECTION (44.51 2 1/0' CIA. FOR LIQUID CONNECTION P-1/16' (306.61 (109061 6" LEGEND T%V Thermostatic Expansion Valve NOTES: 1. Dimensions In are in millimeters. 2. y Direction of airflow. 3. Recommended clearance: Rear: 3" Front: 2' -8" Right Side: 2' -8" Lek Side: 2' -8" Local codes or jurisdiction may Prevail. 4. Liquid piping not supplied by Carrier. 5. Duct flange is factory supplied and field Installed. -6 3/8' 3' -8 7/16' (1126.71 (466.41 (1244,11 FRONT 4' -8 1 /16' (1423.91 UNIT 40RM0008 40RM0012 DOLT FLANGE (SEE NOTE .4S) 1 /2'TYP (12.7) UNIT WEIGHT (lb) 385 427 14 150 UNIT SIZE 40R MCI A B C D E F G H J 016 1 -3 [387.4] 4' -6 /e" (1381.1) 2 [58.7[ 2' -1 (641.4] 10' /6" [269.9] 1 -4" [406.4[ 1'- 4 [414.3] 1' -6 [476.3] 1 7 /6" [327.0] 16 pensions indoor units (cont) 40RMQ008,012 WITH ELECTRIC HEATER ACCESSORY NOM DIA 7/8' DIA 361; 4ORMQ016 WITH ELECTRIC HEATER ACCESSORY 9. HEATER ELEMENTS (REF ONLY) NEATER ELEMENTS (REF Y) I1 /6' I'-EE 33// (301 (76.34 6 I1 /16' 2' 1 1/16' (220.7] (636,5] 2' -1 1 /A" (641.4] 2 5/16" (50.7] NOTE: Dimensions in are in millimeters. 152 election procedure (with example) 1. Determine cooling and heating Load requirements. i Given: Total Cooling Load (TC) 112,000 Btuh Sensible.Heat Capacity (SHC) 86,000 Btuh Temperature Air Entering Outdoor Unit (Edb) 95 F Temperature Air Entering Indoor Unit 80 F edb /67 F ewb Indoor -Air Quantity 4,000 cfm External Static Pressure 0.80 in. wg Heating Load at Winter Design ..120,000 Btuh Temperature Air Entering Indoor Unit, Heating 70 F Winter Design, Outdoor 0° F Power Supply (V- Ph -Hz) 230 -3 -60 11. S elect system that satisfies load r equirements. Select heat pump systems to satisfy cooling design load requirements. Enter the Combination Ratings, Gross Capacities Cooling tables, page 19. At outdoor unit air entering temperature of 95 F, indoor unit air entering at 4,000 cfm, and 80 edb/ 67 ewb, find that a 38AQS012 outdoor unit matched with a 4ORMQ012 indoor unit delivers a TC of 113,000 Btuh and SHC of 87,000 Btuh at design. conditions. These values satisfy the cooling requirements of the examples shown. 111. Determine the heating capacity of selected system. Enter the Combination Ratings Net Capacities Heating tables on page 20 for units 38AQS012 and 4ORMQ012. Under the 0° F column, read down to the 70 F indoor -air section at 4,000 cfm and find an integrated heating capacity of 43,400 Btuh. The heating requirement is 120,000 Btuh, and the unit capacity is 43,400; therefore, 76,600 Btuh of sup- plemental electric heat is needed. 153 *a n•ee r y Select an electric heater that satisfies the voltage designation and the supplemental heat requirement. Refer to the Electric Heater Data Indoor Units table, page 26. The supplemental heating load required is 76,600 Btuh. To convert Btuh to kW: 76,000 Btuh 3413 Btuh/kW 22.4 kW of supplemental heat required. For the 4ORMQ012, the heater part no. CAELHEAT010A00 is rated 25 kW at 240 volts. To calculate kW at 230 volt, use the voltage multi- plier found on page 27. 25 kW x 0.918 (230 volt multiplier) 22.95 kW at 230 volts. 25 kW x 0.918 x 3413 Btuh/kW 78,238 Btuh at 230 volts. The output of the CAELHEAT010A00 heater de- rated for 230 volt is 78,238 Btuh which satisfies the supplemental heat requirement for this example. IV. Determine fan rpm and bhp (brake horsepower). At the Indoor Unit Fan Performance Data table, page 21, enter the .4ORMQ012 section at 4,000 cfm and move to External Static Pressure (ESP) 0 80 column. Note that the conditions require 879 rpm and 1.69 bhp. V. Determine motor and drive. For the 4ORMQ012 unit, find the type of drive that satisfies the 879 rpm requirement in the Drive Data tables on page 36. The Medium Static Drive table shows an rpm range of 733 to 949 which satisfies this rpm requirement for the example described. Next, enter the Fan Motor Data tables on page 35, and find that a 208/230 -3 -60 standard motor has a motor hp of 2.4 which satisfies the bhp requirement for the example described. Select the standard motor and medium static drive (option code HC or FD). 17 OUTDOOR UNIT 38AOS INDOOR UNIT 40RM0 AIRFLOW (Cfm) TEMPERATURE OF AIR ENTERING OUTDOOR UNIT (F db) -10 0 10 17. 20 Cap. kW Cap. kW Cap. kW Cap. kW Cap. kW 008 008 3000 21.7 3.4 30.4 3.8 39.4 4.3 45.8 4.6 48.3 4.8 012 012 4000 33.3 4.2 43.4 4.8 54.2 5.4 61.8 5.8 65.1 6.0 016 016 6000 54.1 7.2 68.3 8.0 83.2 8.8 93.8 9.4 98.9 9.7 Performance data NOMINAL CAPACITIES INDOOR UNIT 4ORM0 008 012 016 AIRFLOW (Cfm) GROSS COOLING CAPACITY (Btuh) 3000 89,000 4000 113,000 6000 179,000 OUTDOOR UNIT 38AOS 008 012 016 NOTES: 1. Gross cooling capacity is based on 67 F wb, 80 F db air entering indoor unit and 95 F db air enter- ing outdoor unit. 2. Net heating capacity is based on 70 F db air entering indoor unit and 47 F db, 43 F wb air entering outdoor unit. Includes indoor fan heat and defrost effects: INDOOR UNIT 4ORMG 008 012 016 4000 74.5 6.7 AIRFLOW (Cfm) 30 Cap. 1 kW 3000 1 56.2 1 5.3 6000 1 112.0 1 10.6 TEMPERATURE OF AIR ENTERING OUTDOOR UNIT (F db) 40 47 Cap. 75.9 100.0 149.0 kW Cap. kW 5.9 83.4 6.3 7.5 111.0 8.1 11.7 163.0 12.3 50 Can. 86.8 116.0 171.0 kW 6.5 8.4 12.7 6 Cap. 98.4 132.0 194.0 OUTDOOR UNIT 38AOS 008 012 016 INTEGRATED HEATING CAPACITIES LEGEND Cap. Integrated Heating Capacity (1000 Btuh) Includes indoor -fan motor heat and effects of defrost. kW. Total Compressor Motor Power Input NOTES: 1. To obtain total outdoor unit power, add outdoor fan kW shown to compressor draw: 38A0S008 .96 kW; 38AQS012 and 016 1.4 kW. 2. Ratings are without supplementary heat and are based on 70 F db air entering indoor unit. Wet -bulb temperature entering outdoor unit varies with dry bulb; at 47 F db, wb is 43 F; at 17F db, wb is 15 F. NET HEATING CAPACITY (Btuh 83,000 111,000 164,000 kW 7.1 9.2 13.7 38AQS008 AND 40RM0008 WEATHERPROOF FUSED DISCONNECT t PER NEC POWER WIRES FILTER DRIER LIQUID LINE MOISTURE INDICATOR SIGHT GLASS t CONDENSATE DRAIN POWER WIRES ELECTRIC HEATER* 4oRMooe UNIT pical and wiring FIELD SUPPLIED POWER INSULATED VAPOR LINE CONTROL WIRES INDOOR THERMOSTAT LEGEND LLSV Liquid Line Solenoid Valve NEC National Electrical Code TXV Thermostatic Expansion Valve 'Accessory item. tFIeld supplied: NOTES: 1. All piping must follow standard refrigerant piping techniques. Refer to Carrier System Design Manual for details. FUSED DISCONNECT t PER NEC TO OPEN SIGHT DRAIN 159 2. All wiring must comply with applicable local and national codes, 3. Wiring and piping shown are general points -of- connection guides only and are not Intended for, or to include all details for, a specific installation. 4. Bi -flow liquid line solenoid valve (solenoid drop control) is recom- mended to prevent refrigerant migration to the compressor. 5. Filter drier must be bi -flow type suited for heat pump duty. 6. Internal factory- supplied TXVs and check valves not shown. 23 V -PH -Hz 208/230-3-60 460-3-60 208/230-3-60 460 -3 -60 575 -3 -60 208/230-3-60 460 -3 -60 575-3-60 VOLTAGE RANGE Min 187 414 187 414 518 187 414 518 Max 253 528 660 253 528 660 COMPR LRA 160 80 170 77 62 266 120 96 RLA 31.5 15.7 43.6 20.0 15.7 63.6 29.3 23.8 FAN MOTORS No. of Fans 2 2 2 2 2 2 FLA Fan No. 1 3.1 1.4 4.3 2.3 1.8 4.3 2.3 1.8 Fan No. 2 3.7 1.9 1.8 3.7 1.9 1.8 POWER Min Ckt Amps 42.5 21.0 62.5 29.1 22.8 87.5 40.7 33.0 UNIT 38AOS --7 008 ectrical data 012 016 LEGEND FLA: Ful Load Amps LRA Locked Rotor Amps MOCP- Maximum. Overcurrent Protection (Fuse Only) RLA. Ra ad Load Amps OUTDOOR UNITS INDOOR UNITS STANDARD MOTORS FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection 'Motors are designed for'satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown in the Voltage Limits column. FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection INDOOR UNITS ALTERNATE MOTORS 'Motors are designed for satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown In the Voltage Limits column. 161 SUPPLY MOCP (Amps) 50 25 100 40 35 125 60 50 25 UNIT 4ORMQ V' -PH -Hz VOLTAGE LIMITS FAN MOTOR POWER SUPPLY Hp FLA Minimum Circuit Amps MOCP (Amps) 008 208/230-1-60 187 -253 2.4 11.0 13.8 20 208/230 -3 -60 187 -253 2.4 5.2 6.5 15 460-3-60 414 -506 2.4 2.6 3.3 15 575 -3 -60 518-632 2.0 2.3 2.9 15 012 208/230 -3 -60 187 -253 2.4 5.2 6.5 15 460 -3 -60 414-506 2.4 2.6 3.3 15 575-3-60 518-632 2.0 2.3 2.9 15 016 208/230 -3 -60 187-253 3.7 10.2 12.8 20 460-3-60 414 -506 3.7 4.8 6.0 15 575-3-60 518 -632 3.0 3.8 4.8 15 V -PH -Hz 208/230-3-60 460-3-60 208/230-3-60 460 -3 -60 575 -3 -60 208/230-3-60 460 -3 -60 575-3-60 VOLTAGE RANGE Min 187 414 187 414 518 187 414 518 Max 253 528 660 253 528 660 COMPR LRA 160 80 170 77 62 266 120 96 RLA 31.5 15.7 43.6 20.0 15.7 63.6 29.3 23.8 FAN MOTORS No. of Fans 2 2 2 2 2 2 FLA Fan No. 1 3.1 1.4 4.3 2.3 1.8 4.3 2.3 1.8 Fan No. 2 3.7 1.9 1.8 3.7 1.9 1.8 POWER Min Ckt Amps 42.5 21.0 62.5 29.1 22.8 87.5 40.7 33.0 UNIT 38AOS --7 008 ectrical data 012 016 LEGEND FLA: Ful Load Amps LRA Locked Rotor Amps MOCP- Maximum. Overcurrent Protection (Fuse Only) RLA. Ra ad Load Amps OUTDOOR UNITS INDOOR UNITS STANDARD MOTORS FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection 'Motors are designed for'satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown in the Voltage Limits column. FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection INDOOR UNITS ALTERNATE MOTORS 'Motors are designed for satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown In the Voltage Limits column. 161 SUPPLY MOCP (Amps) 50 25 100 40 35 125 60 50 25 UNIT 40RM0 V' -PH -Hz VOLTAGE LIMITS FAN MOTOR POWER SUPPLY Hp FLA Minimum Circuit Amps MOCP (Amps) 008 208/230 -1 -60 187-253 2.4 11.0 13.8 20 208/230 -3 -60 187-253 2.9 7.5 9.4 15 460 -3 -60 414-506 2.9 3.4 4.3 15 575 -3 -60 518 -632 3.0 3.8 4.8 15 012 208/230-3-60 187-253 3.7 10.2 12.8 20 460.3 -60 414 -506 3.7 4.8 6.0 15 575-3-60 518 -632 3.0 3.8 4.8 15 016 208/230 -3 -60 187 -253 5,0 15.3/12.8 19.1/16.0 30/25 460-3-60 414-506 5.0 6.4 8.0 15 575 -3 -60 518 -632 5.0 5.1 6.4 15 1 r rr \Ir. V -PH -Hz 208/230-3-60 460-3-60 208/230-3-60 460 -3 -60 575 -3 -60 208/230-3-60 460 -3 -60 575-3-60 VOLTAGE RANGE Min 187 414 187 414 518 187 414 518 Max 253 528 660 253 528 660 COMPR LRA 160 80 170 77 62 266 120 96 RLA 31.5 15.7 43.6 20.0 15.7 63.6 29.3 23.8 FAN MOTORS No. of Fans 2 2 2 2 2 2 FLA Fan No. 1 3.1 1.4 4.3 2.3 1.8 4.3 2.3 1.8 Fan No. 2 3.7 1.9 1.8 3.7 1.9 1.8 POWER Min Ckt Amps 42.5 21.0 62.5 29.1 22.8 87.5 40.7 33.0 UNIT 38AOS --7 008 ectrical data 012 016 LEGEND FLA: Ful Load Amps LRA Locked Rotor Amps MOCP- Maximum. Overcurrent Protection (Fuse Only) RLA. Ra ad Load Amps OUTDOOR UNITS INDOOR UNITS STANDARD MOTORS FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection 'Motors are designed for'satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown in the Voltage Limits column. FLA Full Load Amps Hp Horsepower MOCP- Maximum Overcurrent Protection INDOOR UNITS ALTERNATE MOTORS 'Motors are designed for satisfactory operation within 10% of nominal voltages shown. Voltages should not exceed the limits shown In the Voltage Limits column. 161 SUPPLY MOCP (Amps) 50 25 100 40 35 125 60 50 25 UNIT 4ORMQ HEATER PART NO. V -PH -Hz FAN MOTOR ELECTRIC HEATERS(S) MOCP• Nominal Actual Capacity kW) MCA* Hp kW FLA (kW) Stage 1 Stage 2 Total FLA 2.4t 2.4 1.79 11.0 5 5.0 5.0 12.0 28.8 35 CAELHEAT001A00 240-3-60 1.79 5.2 5 5.0 5.0 12.0 21.5 25 2.9 2.16 7.5 5 5.0 5.0 12.0 24.4 25 3.7 2.76 10.2 5 5.0 5.0 12.0 27.8 30 CAELHEAT002A00 480-3-60 2.9 2.16 3.4 5 5.0 5.0 6.00 111,8 15 3.7 2.76 4.8 5 5.0 5.0 6.00 13.5 15 CAELHEAT003A00 575 -3 -60 2.0 1.49 2.3 5 5.0 5.0 5.00 92 15 3.0 2.24 3.8 5 5.0 5.0 5.00 11.0 15 2.4t 1.79 11.0 10 10.0 10.0 24.1 43.8 50 CAELHEAT004A00 240 -3 -60 2.4 1.79 5.2 10 10.0 10.0 24.1 36.6 40 2.9 2.16 7.5 10 10.0 10.0 24.1 39.4 40 3.7 2.76 102 10 10.0 10.0 24.1 42.8 50 CAELHEAT005A00 480 -3 -60 2.4 2.9 1.79 2.16 2.6 3.4 10 10 10.0 10.0 10.0 10.0 12.0 12.0 18.3 19.3 20 20 3.7 2.76 4.8 10 10.0 10.0 12.0 21.0 25 CAELHEAT006A00 575 -3 -60 2.0 1.49 2.3 10 10.0 10.0 10.0 15.4 20 3.0 2.24 3.8 10 10.0 10.0 10.0 17.3 20 2.4t 2.4 1.79 11.0 15 15.0 15.0 36.1 58.9 60 CAELHEAT007A00 240-3-60 1.79 5.2 15 15.0 15.0 36.1 51.6 60 2.9 2.16 7.5 15 15.0 15.0 36.1 54.5 60 3.7 2.76 10.2 15 15.0 15.0 36.1 57,9 60 008,012 CAELHEAT008A00 480 -3 -60 2.4 2.9 1.79 2.16 2.6 3.4 15 15 15.0 15.0 15.0 15.0 18.0 18.0 25.8 26.8 30 30 3.7 2.76 4.8 15 15.0 15.0 18.0 28.6 30 CAELHEAT009A00 575 -3 -60 2.0 1.49 2.3 15 15.0 15.0 15.1 21.7 25 3.0 2.24 3.8 15 15.0 15.0 15.1 23.6 25 2.41 1.79 11.0 25 15.0 10.0 25.0 60.1 88.9 90 CAELHEAT010A00 240 -3 -60 2,4 1.79 5.2 25 15.0 10.0 25.0 60.1 81.7 90 2.9 2.16 7.5 25 15.0 10.0 25.0 60.1 84.6 90 3.7 2.76 10.2 25 15.0 10.0 25.0 60.1 87.9 90 CAELHEAT011A00 480 -3 -60 2.4 2.9 1.79 2 2.16 2.6 3.4 25 25 15.0 15.0 10.0 10.0 25.0 25.0 30.1 30.1 40.8 41.8 50 50 3.7 2.76 4.8 25 15.0 10.0 25.0 30.1 43.6 50 CAELHEAT012A00 575 -3 -60 2.0 1.49 2.3 25 15.0 10.0 25.0 25.1 34.3 35 3.0 2.24 3.8 25 15,0 10.0 25.0 25.1 36.1 40 2.4t 1.79 11.0 35 20.0 15.0 35.0 84.2 119.0 125 CAELHEAT013A00 240 -3 -60 2.4 1.79 5.2 35 j 20.0 15.0 35.0 842 111.7 125 2.9 2.16 7.5 35 20.0 15.0 35.0 84.2 114.6 125 3.7 2.76 10.2 35 20.0 15.0 35.0 '84.2 118.0 125 CAELHEAT014A00 480 -3 -60 2.4 2.9 1.79 2.16 2.6 3.4 35 35 20.0 20.0 15.0 15.0 35.0 35.0 42.1 42.1 55.9 56.9 60 60 3.7 2.76 4.8 35 20.0 15.0 35.0 42.1 58.6 60 CAELHEAT015A00 575 -3 -60 2.0 3.0 1.49 2.3 35 20.0 15.0 35.0 35.1 46.8 50 2.24 3.8 35 20.0 15.0 35.0 35.1 48.7 50 JTE• S e L 26 Electrical data (cont) N W WIw and Notes on page 27. ELECTRIC HEATER DMA INDOOR UNITS 162 Sequence of operation 38AQSOO8 outdoor unit with 4ORMQOO8 indoor unit When power is supplied to unit, the transformer (IRAN) is energized. The crankcase heater is also energized. Cooling With the thermostat subbase in the cooling position, and when the space temperature comes within 2° F of the cooling set point, the thermostat makes circuit R -O. This energizes the reversing valve solenoid (RVS) and places the unit in standby condition for cooling. As the space temperature continues to rise, the second stage of the thermostat makes, closing circuit R -Y. When compressor time delay (5 t 2 minutes) is completed, a cir- cuit is made to contactor (C), starting the compressor (COMP) and outdoor -fan motor (OFM). Circuit R -G is made at the same time, energizing the indoor -fan contac- tor (IFC) and starting the indoor -fan motor (IFM) after one- second delay. When the thermostat is satisfied, contacts open, deener- gizing C. The COMP, IFM, and OFM stop. Heating On a call for heat, thermostat makes circuits R -Y and R -G. When compressor time delay (5 t 2 min- utes) is completed, a circuit is made to C, starting COMP and OFM. Circuit R -G also energizes IFC and starts IFM after a 1- second delay. Should room temperature continue to fall, circuit R -W is made through second -stage thermostat bulb. If optional electric heat package is used, a relay is energized bringing on supplemental electric heat. When thermostat is satis- fied, contacts open, deenergizing contactor and relay; motors and heaters deenergize. Defrost Defrost board (DB) is a time and temperature control, which includes a field selectable time period between checks for frost (30, 50, and 90 minutes). Elec- tronic timer and defrost cycle start only when contactor is energized and defrost thermostat (DFT) is closed (below 28 F1-2.2 CD. Defrost mode is identical to Cooling mode, except outdoor -fan motor (OFM) stops and a bank of supplemen- tal electric heat turns on to warm air supplying the condi- tioned space. Defrost mode is terminated when the DFT reaches 65 F (18.3 C). Sequence of operation 38AQSO12,O16 outdoor unit with 4ORMQO12,O16 indoor unit Assume the power is on and the thermostat is set at SYSTEM AUTO, FAN AUTO, and desired temperature. Cooling If power to unit has been off for an extended period of time, energize crankcase heater at least 24 hours prior to starting compressor. 28 Controls Kea r 164 The indoor fans, outdoor fans, and compressor start within 5 minutes (due to compressor time delay) on com- mand from the controlling thermostat in either the Coolin or the Heating mode of operation. When first stage cool ing is required, thermostat (TC1) closes, causing the heat pump to start with an unloaded compressor. When TC2 closes, demanding additional cooling, the compressor loads. In a system with a one -stage thermostat, the unit may be wired so the compressor starts fully loaded. The RVS (reversing valve solenoid) is deenergized during Cool- ing mode operation. Heating First stage When the thermostat (TH1) calls for heating, the indoor -fan motor, outdoor -fan motors, and the com- pressor (fully loaded) are energized. The RVS is energized in the heating mode. Second stage If additional heating is required, TH2 on the thermostat closes, causing the auxiliary heat supply (i.e., electric resistance heat) to be energized in 1 or 2 stages depending on the number of stages available and whether the outdoor thermostats are closed. Defrost cycle Defrost is initiated by a timer which may be set to 30, 50, or 90 minutes. The cycle begins when the defrost timer motor contacts close for 20 seconds. If the defrost thermostat is closed, the reversing valve and outdoor -air fans are deenergized. The unit operates on this modified Cooling mode to defrost the coil.. The defrost cycle continues until the defrost thermostat or defrost high pressure switch opens or 10 minutes have elapsed. When the unit is in the defrost cycle, electric resistanc heat is energized to prevent cold air recirculation durin this modified Cooling mode. Air circulation When the fan switch is at FAN ON, the indoor -air fans operate continuously to provide ventilation. The thermostat operates the other components as described above. Emergency heat cycle If the compressor is inopera- tive due to a tripped safety device, the second stage of the thermostat automatically energizes the indoor -air fan and the electric resistance heaters. If desired, the compressor can be manually locked out by setting the thermostat for emergency heat. In this instance, the emergency heat indicator light on the thermostat assembly is illuminated. HA WG r CAP 'CC CH CLO 'CLO1 CLO2 COMP COTP CR CT CTD DB DFR DFT AIR DT AU EQUIP GND FCPS FLA HC HPS HR pical control wiring schematic Adjustable Heat Anticipator American Wire Gage Contactor Compressor Capacitor Circuit Breaker (Compressor) Cooling Compensator Crankcase Heater Compressor Lockout Compressor Lockout Crankcase Heater Lockout Compressor Motor Compressor Over Temperature Protection Control Relay Current Transformer Compressor Time Delay Defrost Board Defrost Relay Defrost Thermostat Defrost Interlock Relay Defrost Timer Dummy Terminal Equipment Ground Fan Cycling Pressurestat Full Load Amps Fuse Heater Connector High Pressure Switch Heater Relay Heater Indoor -Fan Contactor Indoor -Fan Motor Internal Protector Light Loss -of- Charge Switch Liquid Line Solenoid Liquid Line Solenoid Valve Lockout Relay Switch No -Dump Reversing Valve Relay National Electrical Code OFC Outdoor -Fan Contactor OFM Outdoor -Fan Motor OFR Outdoor -Fan Relay O IL SOL Oil Return Solenoid Overload Relay Oil Pressure Safety Switch Printed Circuit Board Quadruple Terminal Reversing Valve Relay Reversing Valve Solenoid Solenoid Switch Terminal Block Thermostat Cooling TGD Time Guard® Device TH Thermostat Heating TRAN Transformer T'STAT Thermostat HTR IFC IFM IP L LCS LLS LLSV LOR NDR NEC OPS PCB OT RVR RVS SOL SW TB 1. If any of the original wire furnished must be replaced, it must be replaced with type 90 C wire or its equivalent. Thermostat: HH07AT171 Subbase: HH93AZ188 Set heat anticipator at .6. i Use copper conductors only. LEGEND NOTES (38AQSOO8 Unit) 165 MODEL NUMBER 38AO012530 38AO016530 U Unloader UR Unloader Relay 0 Terminal (PCB, Field) Terminal (PCB, Factory) Terminal Block Connection Terminal (Unmarked) Terminal (Marked) Field Splice Factory Splice >s Splice (Marked) Factory Wiring Field Control Wiring Accessory or Optional Wiring Field Power Wiring PCB Run e �i, O J 5. Three -phase motors are protected under primary single phasing conditions. 6. 39 va available for field installed accessories. Control power require- ment for heat pump condensing unit is 36 va (sealed). Supplied control transformer is 75 va. NOTES (38AQSO12,O16 Units)._ 1. Compressor and fan motor(s) thermally protected. Three -phase 11. Remove jumper between RC and RH. motors are protected against primary single- phasing conditions. 12. Defrost cycle time is. factory set at 30 min. 2. If any of the original wire furnished must be replaced, it must be replaced with type 90 C wire or Its equivalent. 3. Terminal block 2 (TB2) is for field external control connections, Class 2 wiring. Supply voltage at TB2 is 24 vac. Maximum power available at TB2 is 31.5 va. 4. Field supplied component ratings: IFC sealed coil rating (24 vac) 12 va max. 5. Must use thermostat HHO7AT172 with subbase HH93AZ177. S. Use copper, copper -clad aluminum, or aluminum conductors for field power supply only. T. Insulate unused lead when changing tap for 208 volt use. 8. The CB must -trip amps are equal to or Jess than 140% FLA. 9. Set thermostat heat anticipator(s) for first stage .79; for second stage .63. 0. The CLO locks out the compressor to prevent short cycling on com- pressor overload and safety devices. Before replacing CLO, check these devices. VOLTS 208/230 MFG. PT NO. Heineman 47- 100 -76 47- 100 -91 COMP DB Airpax 209 -3- 2599 -410 209 -3- 2599 -378 o >n Must Trip Amps 61 89 29 CEILING SIDEWALL GRILLES 905.45° fixed blades parallel to longest dimension r L F Vr r Foam Gasket t Soft White 1 --,OYI,NL 5/00 I Optional: „o•I, +1 sa Steel Opposed Blade Damper (850 -0) VI 900 F/B Series Horizontal or Vertical Fixed Blade All extruded aluminum surface mount retum air grille Countersunk mounting holes for flush appearances with color matching Phillips posi -drive screws Soft White Optional: 850 Series Sidewall Register •1/2" Fan shaped louvers Heavy construction .032 prime cold roll steel All component parts, rivets, linkage and handle are enclosed in the valve to assure trouble -free operation Countersunk mounting holes for flush appearance with color matching Philips posi -drive screws Standard Steel Multi- shutter damper Finishes B, C' D (see page I) 4500 Series Stationary 4" Outside Air Louver Mounting flange and bird screen All extruded aluminum construction .060 thickness aluminum 4' depth Storm bend in blades to reject water from entering Driftwood tan finish Optional: Flush mount channel frame (4500CF) Galvaneal steel construction Gable louvers and Triangle louvers, see 4700 series page D15 Soft White (Limited to slzes smaller than 48 x 48) 6" depth Galvaneal steel (4500 6) Marine 12 gauge galvaneal fully welded steel blades frame (4500M) Removable bird screen (4500 RS) Insect screen (4500 15) Application\ \Number 04- 00000432 Pin number I 953984 Property Address 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER: 06-30-00-5-0- 0068 -5001 Application description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 0 Owner BLACK BALL TRANSPORT INC STRAITS ELECTRIC 10777 MAIN ST STE 106 PO BOX 2914 BELLEVUE WA 980045968 PORT ANGELES (360) 452 -9104 Qty Unit Charge Per 1.00 59.4000 ECH EL -COMM ALT <5 CIRCUITS Fee summary T: \PLANNING\FORMS \1102.15 11/14/2003) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Contractor Charged Paid Credited Date 5/21/04 WA 98362 Permit ELECTRICAL ALTER COMMERCIAL Additional desc 2 CIR. LIGHTING Sub Contractor STRAITS ELECTRIC Permit Fee 59.40 Plan Check Fee .00 Issue Date 5/21/04 Valuation 0 Expiration Date 11/17/04 Due Permit Fee Total 59.40 59.40 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 59.40 59.40 .00 .00 Extension 59.40 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 1 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE /DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: ROUGH -IN 1 1 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 SEPA: ESA: SHORELINE: STORM PLANNING DEPT. SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO LIGHT DEPT. 417 -4735 ELECTRICAL DEPT rice9 ELECTRICAL O LIGHT CONSTRUCTION R.W. PW/ ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 -4815 BUILDING 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. T: \PLANNING \FORMS \1102.15 [11/14/2003] BUILDING PERMIT OWNER/APPLICANT BLACK BALL TRANSPORT 101 E RAILROAD Port Angeles, WA 98362 360/457 -4491 T: CONTRACTOR J J CONSTRUCTION 233 ALICE RD Port Angeles, WA 98363 360/457 -1809 CITY OF PORT ANGELES PUBLIC WORKS BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES WA 98362 S: ISSUED: 2/04/2002 PROPERTY LOCATION 101 RAILROAD E Lot: Block: flf Long Legal Subdivision: BLACKBALL PROP. #0701201 Parcel No: 063000500685001 ARCHITECT N/A 98360 -0000 360/000 -0000 PROJECT INFO Project Value: $250,000.00 SFD Units: 0 Commercial: Project Type: METAL BLDG SFD SQ FT: 0 Industrial: Occupancy Type: COMMERCIAL Garage: Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: CBD PROJECT NOTES INSTALL PILES AND DOCK DECKING AND CONSTRUCT GARCO BLDG. FIRE SPRINKER FEE INCLUDED, BACK FLOW DEV. ON 6" LINE RECEIPT 37 FEES ASSESSMENT Building Permit: $1,833.75 Plan Check: $1,100.25 State Surcharge: $4.50 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 Plumbing: $119.00 Mechanical: $67.60 Radon: $0.00 (01 Signs re Contractor or Authorized Agent Misc Fee 1: FIRE SPRINKER Misc Fee 2: Misc Fee 3: Date TOTAL FEE: AMOUNT PAID: BALANCE DUE: PERMIT NO: 13130 $100.00 $0. $0. 0 $3,225.10 0 0 Signature of Owner (if owner is builder) Date Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private arid 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 goveming 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 pr cancel the provisions of any state or local law regulating construction or the performance of constriction. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: ROUGH -IN PLUMBING UNDER FLOOR SLAB ROUGH -IN /Z -6 CFA/- WATER LINE GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL WALLS ROOF CEILING DRYWALL T -BAR INSULATION SLAB K... WALL /FLOOR/ ILINQ a 1E �S nP MECHANICAL' x 5 HEAT PUMP WOODSTOVE PELLET/CHIMNEY INSERT HOOD /DUCTS PW UTILITIES SITE WORK (Engineering Divisio SEPARATE PERMIT #'s: WA IERLINE METER SEWER CONNECTION SANITARY STORM SERA: ESA: SHORELINE: PLANNING DEPT. SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING 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/ ENGINEERING 417 -4807 CONSTRUCTION R.W. PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 -4815 BUILDING /I O2" 74 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 IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE C \APPL WPD REQUEST: Date -(Z Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimne Plumbing) Final Sewer Excay. Other 7 1— '7 0 0 INSPECTION NOTES: Inspected: Date CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS INSPECTION REPORT Time (Continue on reverse side if necessary) Received by /6( /comic /re #9j) Time RESTORATION REQUIRED SURFACE RESTORATION: SURFACE TYPE: Unimproved ❑Gravel Repaired by City Repaired by Permittee No Damage Found By YES NO (phone, person) Remarks: Asphalt PCC Other Work Order COMPLETE INCOMPLETE STREET SUPERINTENDENT (DATE) Mar 26 12 02:43p Straits Electric 3604520741 p.1 1" l � Voar,t d, . rG`� CITY OF PORT ANGELES PER117IT APPLICATION VQ� g f...�;, Building DivisiotafElectrical Inspections � 321 East Fifth Street —P.O. Box 1150 / Port Angeles Washington, 98362r� --- Ph: (360) 417-47J35 Fax: (360) 417 -4711 Date: 2�D I f Multi- Family or Commercial* `Plan Review! a 13a iced, Please omplete Electrical Plan Review Information Sheet Job Address I U Cat,( Building Square Fcatag Description of above Owner. 1 a 'or j Contras r informat'on •^ Name: ��,: 4,c -:.... Name: � Palling Address; Mailing dr Ss: city: State; Zip: City: Stale: Zip, Phone Fax: Phone: Fax License #) Exp. license 4 / Exp. Item Unit Charge My Total Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 7-- r Or SeryicelFeeder 201 -400 Amp. $160,00 1 Service/Feeder 401 -600 Amp $ 225.00 $ Service/Feeder 601.1000 Amp. $ 288.00 $ ServicelFeeder over 1000 Amp. $ 410.00 S Branch Circuit Wl Service Feeder 3 5,00 $ Branch Circuit W10 Service Feeder $ 74,00 $ Each Additional Sranch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp. Service! Feeder 200 Amp. $102.00 _ $ Temp, ServicelFeedar 201400 Amp, 8 421,00 $ Temp. ServicelFeeder401 -600 Amp. $164,00 $ Temp. ServicelFeeder 601- 1000Amp . $185,00 $ portal to Portal Hourly $ 96.00 $ %nlOutlire Lighting $ a8.00 $ SignalCirc;JVLimitedEnergy- Multi - Family $ 64.00 $ Signal Circuit! Limited Energy) First 1500 sf- Commercial $ 96.00 $ Note: $5,00 for each addtiional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: 35.00 for each additional T -Stat I r Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the strucluto 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, e rRading the above statement, I hereby certify that I am the owner ofthe above named property or a licensed electrical Contractor. i am making e leptric l ' ,stallation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC, Chapter 296468, The City of Port ng lest M cipat Code, and utility Specifications and PAMC 14,05.050 regarding Electrical Permit Applications. S'gn t .nuitner, electrical contractor or electrical administrator: ❑ Cash © Mec -A��dit Card patad: 0110112012 (D x < 0 LO CO V- (D Nr CD C: 0 m V-- CL x t C) co (:Etc) C) (TJ (X- U) U) 25 E (D (D x < 0 LO CO V- (D Nr CD C: 0 m V-- CL x x co ,It x (0 (Y) x C) t C) co (:Etc) C) (TJ (X- x co ,It x (0 (Y) x C) 0 Fr,%, Q ELECTRICAL INSPECTION WIRING REPORT RKS L 417-4735 RATE ] PERMIT! 4 -CTC9 -30 7 OWNER CONTRACTOR Lf �=o ADDRESS APPROVED NOT APPROVED ....................DITCH ............ I ....... 0 ................ ROUGH IN/COVER ............ — 11 n .................... SERVICE ................ — D . 0 ............. ....... FINAL .................... 0 CORRECTIONS NEEDED: (-fzv Vcv!& OX� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS s. Ai • ELECTRICAL INSPECTION G Al 7-.47-qr% RKS & DATIE: PERMIT 9 R -0? 6WN EH CONTAFlCTDR ADDRESS APPROVED NOT APPROVED .......DITCH ................. 0 0 ................ ROUG-11 IN/COVER ............... 0 0 ......... .... .. SERVICE ................... Cl 0..- ............... FINAL. ... . .......... .... 1:1 CORRECTIONS NEEDED: NOT[Ml' INSPECTOR HEN COMRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ELECTRICAL INSPECTION 'lull WIRING REPORT 1c, Ks 417-4735 DATE PERM T P OWNER CONTRACTOR AODFIFSS APPROVED NOT APPROVED ...... DITCH .............. I o .... 0 0 ......... ..... . ROUGH IN/COVER ............... LJ. F1 ............... ... SERVICE ................... 0 173 ............. . —.. — . FINAL .................... 11 CORRECTIONS NEEDED: Tz NOTWf INSPECTOR WHEM GORREG'HOWS ARE COMPLETED WITHIN 16 DAYS — DO NOT PIEMOVE — OV '?oFr44Q.' ELECTRICAL INSPECTION WIRING REPORT 417-4735 DATE, 31rk-'77' PERMIT 0 � OWNER CONTRACTOR ADDRESS v2' APPROVED NOT APPROVED El .......... ......... DITCH., . ................. El ROUGH IN/COVER ............... El ....... .......... . . SERVICE . .................. 0 0 ..................... FINAL... ... . ...... - - -0 CORRECTIONS NEEDED: NOTWY ONSPECTOR WHEN 0011RECTIONS ARE COMPLETED WffHFH 15 DAYS - DO NOT REMOVE - O�p0RTg ELECTRICAL INSPECTION WIRING REPORT G c�013K5 &V � 417 -4735 DATE PERMIT INSPECTOR 3_ l 1� -b3 OW N ER]CONTRACTOR ADDRESS I C71 r--,A 1 L.0-olt `pTv APPROVED NOT APPROVED ❑ .............. ......DITCH........,........... ❑ pL, ROUGH 1N /COVER ........... . . . . ❑ ❑ ............... .....SERVICE.......,........... ❑ ❑ ............... ......FINAL.................... ❑ CORRECTIONS NEEDED: ARE COMPLETED WITHIN 15 DAYS OLYMPIC PRINTERS, INC. (360) 452 -1381 ov ?oHT'q'v ELECTRICAL INSPECTION WIRING REPORT O)Rl Ks 4 417-4735 DATF 41Z-4 72 PERMIT � INSPECTOR OWNEM TRRACTOR �2 I ta4EC, ADDRESS / DI APPROVED NOT APPROVED ❑ .................... DITCH .................... 1:1 �VRYQjrn, �.... ROUGH IN/COVER . .............. ❑ r.. . ................. SERVICE ................... ❑ O. ................... . FINAL .................. — ❑ CORRECTIONS NEEDED: A— DI NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS OLYMPIC PRINTERS, INC. (380) 452-1381 ELECTRICAL INSPECTION WIRING REPORT CORKS R 417-4735 DATE BERM T4 NSPI70TOR q ;1 1 OWNE OR ADDRESS APPROVED NOT APPROVED El .................... DITCH ........ r-1 ROUGH IN/COVER ............... ❑ 0 .................... SERVICE ........ I... . I I I — ❑ ❑ ............ ........ FINAL .................. _0 CORRECTIONS NEEDED: rowo5?v C-lb v Va n NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS mimMollmummuAm OLYMPIC PPINTERS. NC. (360) 4E2­1381 Ot POET A,� Q& N TRICAL INSPECTION 10 WIRING REPORT lu Ks & V 417-4735 OATS: & 4 PECTO OWNER -R-) GAL-J-- CON7RAC70R ADDRESS /D I CIFF i APPROVED NOT APPROVED 0 ......... .......... DITCH .................... 0 0 ................ ROUGH IN/COVER ............... 11 ❑ ......... .......... SERVICE .......... .... 11 [I ..................... FINAL ........... ......... CORRECTIONS NEEDED: 14�vz-w-- c> —L-j� 4; NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS a,poRrayQF INSPECTION WIRING REPORT 417-4735 RKS DATE: I I'ERivi1T # INSPEC�— OWNER CONTRACTOR ADDRCSS Jf-7 a APPROVED OT APPROVED Li ....... ............. DITCH ................... ° Ci ................ ROUGH IN /COVED ............... D ❑ .. ..................SERVICE...... .........,.. ewi..................... FINAL........a ........... P CORRECTIONS NEEDED: Cori D S Sr-i j°L CnL- 0 w- IIS Jos _.�,�++ tzIT F� sz P �zr l NWT NOT11IFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED, WITWN 15 DAYS — DO NOT REMOVE — ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . , . 12- 00000348 Date 3/28/12 Application pin number . . , 088820 RESULTS: Property Address . , , , , . 101 E RAILROAD AVE DITCH ASSESSOR PARCEL NUMBER: 06-30-00-5-0- 0068 -0000- Application type description ELECTRICAL ONLY Subdivision Name . , , . , . Property Use Property Zoning . . , . , . . CENTRAL BUSINESS DISTRICT ROUGH -IN Application valuation . . . . 0 Application desc New service FINAL Owner Contractor PORT OF ,FORT ANGELES STRAITS ELECTRIC PO BOX 1350 PO BOX 2914 PORT ANGELES WA 983620251 PORT ANGELES WA 96362 - - -- - - - -- -(360) 452`9704 Permit . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee 439.00 Plan Check Fee 00 Issue Date 3/28/1.2 Valuation , . . . 0 Expiration Date 9/24/12 Qty Unit Charge Per Extension 3,00 610000 ECH EL- BRANCH CIRCUIT W /FEEDER 15,00 2.00 132,0000 ECH EL -C.OM 0 -200 SRV FEEDER 264,00 1.00 16010000 ECH EL -COM 201- 400.SRV FEEDER - 160100 --------------------- ---°_-----__--_------------------------------- Special. Notes and Comments March 27, 2012 . 8:14;05 AM tamiot. Load calculations will be required. If new load is added and any changes to the city's facilities are required it will be at the cost of the owner. March 27, 2012 8:12;27 AM tamiot. Load calculations will be required. If new load is added and any changes to the city19 facilities are required it will be at the cost of the owner, Fee summary . Charged Paid Credited Due Permit Fee. Total 439.00 439,00 ,00 .00 Plan Check. Total .00 .00 DO .00 Grand Total 439.00 439,00 .00 ,00 0 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G:IEXCH AN GE\B UILDING Date: -1 a Application Number . . . . . 22-00000802 Date 7/05/22 Application pin number . . . 294078 Property Address . . . . . . 101 E RAILROAD AVE ASSESSOR PARCEL NUMBER: 06-30-00-5-0-0068-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Heat pump ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES CASCADE ELECTRIC & VAC INC PO BOX 1350 PO BOX 369 PORT ANGELES WA 983620251 PORT HADLOCK WA 98339 (360) 379-5347 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . 1-4 CIRCUITS Permit Fee . . . . 86.00 Plan Check Fee . . .00 Issue Date . . . . 7/05/22 Valuation . . . . 0 Expiration Date . . 1/01/23 Qty Unit Charge Per Extension BASE FEE 86.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 86.00 86.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 86.00 86.00 .00 .00 PREPARED 6/30/22, 7:18:10 PAYMENT DUE CITY OF PORT ANGELES PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER:22-00000802 101 E RAILROAD AVE FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- ELECTRICAL ALTER COMMERCIAL 86.00 TOTAL DUE 86.00 Please present reciept to the cashier with full payment MULTI-FA MILY/ COMMERCIAL ELE CTRICAL PERMIT APPL ICATION Public \Yorks and Utilities Department 321 E. 5th Street, Port Angeles. WA 98362 360.417.4735 I www.cityofpa.us I electricalpermits(s/.cityofpa.us Project Address:--------------------------------------­ Project Description:--------------------------------------□Multi-Family Residential D Commercial I Industrial/ Public Building Square footage: __________ _ OWNER INFORMATION Name: ________________________ Email: ______________ _ Mailing Address: ________________________ Phone: ___________ _ ELECTRICAL CONTRACTOR INFORMATION Name: License: ___________ _ Mailing Address: ________________________ Expiration Date: ________ _ Email: Phone: ___________ _ PROJECT DETAILS llim! Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601-1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Branch Circuits 1-4 Temp. Service/Feeder 200 Amp. Temp. Service/Feeder 201-400 Amp. Temp. Service/Feeder 401-600 Amp. Temp. Service/Feeder 601-1000 Amp. Portal to Portal Hourly Sign / Outline Lighting Signal Circuit/Limited Energy -Multi-Family Signal Circuit/Limited Energy/First 1500 sf -Commercial (Note: $5.00 for each additional 1500 sf) Renewable Elec. Energy: 5KVA System or less Thermostat (Note: $5 for each additional) Unit Charge Quantity $132.00 $160.00 $225.00 $288.00 $410.00 $5.00 $74.00 $5.00 $86.00 $102.00 $121.00 $164.00 $185.00 $96.00 $88.00 $88.00 $96.00 $113.00 $56.00 Total (Quantity x Unit Charge) $ ____ _ $ ____ _$ ____ _$ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _$ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ ____ _ $ _____ 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- 46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (0 Owner D Electrical Contractor/ Administrator) [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us] lJ CD