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2230 W 18th St - Building
1 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 ` Application Number . . . . . 12-00000609 Date 6/01/12 �V Application pin number . . . 144561 Property Address . . . . . . 2230 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- on our excise tax form Application type description ELECTRICAL ONLY Y Q Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . (Location Code 0502) Property Zoning INDUSTRIAL LIGHT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 circuit sign ---------------------------------------------------------------------------- Owner Contractor PORT OF PORT ANGELES OWNER PO BOX 1350 PORT ANGELES WA 983620251 ` ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc Permit Fee . . . . 88.00 Plan Check Fee .00 Issue Date . . . . 6/01/12 Valuation . . . . 0 Expiration Date . . 11/28/12 Qty Unit Charge Per Extension 1.00 88.0000 ECH EL-COMM-SIGN 88.00 ------- ---------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 88.00 88.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 88.00 88.00 .00 .00 r� INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN -� FINAL C COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X_ _Date: G:\EXCHANGE\BUILDING pC)Rr,L�'r r, CITY OF PORT ANGELES PERMIT APPLICATION IY 16 - 1 Building Division/Electrical Inspections ELECTRICAL 321 East Fifth Street—P.O.Box 1150/Port Angeles Washington,98362 INSPECTIONS Ph: (360) 417-4735 Fax: (360)417-4711 Date: 12 _Multi-Family orommercial* *Plan Revie a Be Required, Please Complete EI trical Plan Review Information Sheet Job Address: • / IVlam✓ Gay P r Building Square Footag Description of above ci Ownerform tion (n� Contractor I to mation Name: 6 t- Name: Mailin ddress: r' C)�v�c' /� v Mailin Add ss: / City: State: Zip: City: tate: ,4#- Zip: S _36a Phone: oZ ax: /7��y Phone:/–/,5Q 6-2P6 Fax: License#/Exp. License#I Exp. Item Unit Charge Qty Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $225.00 $ -Service/Feeder•601-1000-Amp7 — 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.Service/Feeder 601-1000 Amp . $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $ 88.00 $ Sva Signal Circuit/Limited Energy–Multi-Family $ 64.00 $ Signal Circuit/Limited Energy/First 1500 sf–Commercial. $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat $ Total Owner as defined by RCW.19.28.261:(1)Owner will occupy the structure for two years after this electrical permit is finalized. (2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28,WAC. Chapter 296-466,The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Sig at of:Mal contractor or electrical administrator: E) Cash 11 Check El CreditCard# X - Dated: �( J 0110112012 (®r 'sm CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00000427 Date 7/26/11 Application pin number . . . 100288 Property Address . . . . . . 2230 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- Tenant nbr, name . . . . . . COMPOSITE MANUFACTURING on your state excise tax form Application type description COMM NEW CONST Subdivision Name . . to the City of Port Angeles Property Use (Location Code 0502) Property Zoning . . . . . . . UNI WN ,1 L 1 Application valuation . . . . 22_92154 ---------------------------------------------------------------------------- Application desc 25,000 SF COMMERCIAL BUILDING #1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES PRIMO CONSTRUCTION INC PO BOX 1350 970 CARLSBORG ROAD PORT ANGELES WA 983620251 SEQUIM WA 98382 (360) 417-3422 (360) 683-5447 --- Structure Information 000 000 25,000 SF BUILDING #1 --- ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . 25,000 SF BUILDING #1 Permit pin number . 188813 Permit Fee . . . . 10354.70 Plan Check Fee 6730.56 Issue Date . . . . 7/26/11 Valuation . . . . 2292154 Expiration Date . . 1/22/12 Qty Unit Charge Per Extension BASE FEE 5635.25 1293.00 3.6500 THOU BL-1M + (3.65 PER K) 4719.45 ---------------------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc . Permit pin number 185181 Permit Fee . . . . 293.10 Plan Check Fee .00 Issue Date . . . . 7/26/11 Valuation . . . . 0 Expiration Date . . 1/22/12 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 44.40 7.00 10.6500 EA ME-AIR HAND <OR=10,000 CFM 74.55 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 4.00 18.2000 EA ME-FURN/HP/FAU > 5 TON 72.80 2.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 29.60 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit pin number . 185199 Permit Fee . . . 198.00 Plan Check Fee .00 Issue Date . . . . 7/26/11 Valuation . . . . 0 Expiration Date 1/22/12 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 regulatina.construction or the performance of construction. 6(- ` Date Print Name Signature of Contractor or Authorized Agent Signature of O er(if caner is builder) T:Forms/Building Division/Building Permit cr fl BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By. Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Buildinq Permit " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 11-00000427 Date 7/26/11 Application pin number . . . 100288 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form BAE FEE 50.00 16.00 7.0000 EA PLSPLUMBING TRAP 112.00 to the City of Port Angeles 1.00 7.0000 EA PL-WATER LINE 7.00 (Location Code 0502) 1.00 7.0000 EA PL-BACKFLOW PROTECTION <OR=2" 7.00 .00 15.0000 EA PL-BACKFLOW PROTECTION > 2" .00 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments This project will require a seperate permit and fire alarm plans for review. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. A KNOX locking keybox will be required. Contact the Fire Department at 360-417-4653 for KNOX keybox ordering information and mounting location. Labeling is required for doors leading.to spaces containing fire alarm control panels and fire sprinkler risers. A full acceptance test will be required for the fire sprinkler system. May 9, 2011 10:37:07 AM kdubuc. Sheet A-1.0 shows sprinkler piping running under the building. Sprinkler piping may not be run .under buildings per NFPA 13 10.6.1. Any modifications to the City's electrical facilities will be at the customer's expense. . Electrical load calculations and electrical permits are required. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE 11300.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 11300.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 10845.80 10845.80 .00 .00 Plan Check Total 6730.56 6730.56 .00 .00 Other Fee Total 22604.50 22604.50 .00 .00 Grand Total 40180.86 40180.86 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes .. null and void ifwork or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been.requested.within 180 days from the . last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit i BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS - Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Rzb&r 7t t_ Footin s Stemwall "Ilk Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) l PLUMBING: Under Floor Slab Qtr 1 '3 —1 t-Z-l( P(vr��6iN�c ��rnOlpXSfe�b��i.l Rough-In Water Line(Meter to Bldg) Gas Line (� Back Flow/Water FINAL Date Accepted b , A AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling f / '17_ �s / -�(�j f �e D all Interior Braced Panel ON T-Bar -`I/O' /1 INSULATION: Slab %�— f(� // ✓� Wall/Floor/Ceiling 1'4'c/ 6l MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In -:72-1— Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b �s MANUFACTURED HOMES: 6),- Footing/Slab _ lip, s 0. -Blocking&Hold Downs `�6�. Skirting PLANNING DEPT. Separate Permit#s SEPA: / Parkin /Lighting ESA: !� Landscaping SHORELINE: l FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 (), m Fire 417-4653 1 Planning 417-4750 Wo Building 417-4815 1 - l > ]= � Tr T:Forms/Building Division/Buildinq Permit °i^F< CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES; WA 98362 f Application Number . . 11-00000427 Date 7/26/11 Applicat Prropertylon pin Addrressnumb. . . . , 22308W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- on your state excise tax form ApplicationTE MANUFACTURING type description COMM NEW CONSTto the City of Port Angeles Subdivision Name . . . . . . (Local''/on Code 0502 Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 2292154 ---------------------------------------------------------------------------- Application desc 25,000 SF COMMERCIAL BUILDING #1 ---------------------------------------------------------------------------- Owner Contractor PORT OF PORT ANGELES PRIMO CONSTRUCTION INC PO BOX 1350 970 CARLSBORG ROAD PORT ANGELES WA 983620251 SEQUIM WA 98382 (360) 417-3422 (360) 683-5447 --- Structure Information 000 000 25,000 SF BUILDING #1 --- ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS COMM WATER SERV Additional desc . . 1 1/2" DROP IN METER Permit pin number . 186106 Permit Fee . . . . 465.41 Plan Check Fee .00 Issue Date . . . . 7/26/11 Valuation . . . . 0 Expiration Date . . 1/22/12 Qty Unit Charge Per Extension BASE FEE _. 465.41. ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . COMMERCIAL 25000 SQ FT Permit pin number . 186114 Permit Fee . . . . 135.00 Plan Check Fee .00 Issue Date 7/26/11 Valuation . . . . 2292154 Expiration Date 1/22/12 Qty Unit Charge Per Extension BASE FEE 135.00 ---------------------------------------------------------------------------- Special Notes and Comments This project will require a seperate permit and fire alarm plans for review. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. A KNOX locking keybox will be required. Contact the Fire Department at 360-417-4653 for KNOX keybox ordering 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 loca la r gulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if own is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTEll COMMENTS YES NO PW UTILITIES ," (Engineering Division) WATERLINE./METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB 8`CUTTER ):` Z3 DRIVEWAY APPROACH. , ;BACK FLOW`DEVICE. � ` 77 Y t FINAL INSPECTIONS.REOUIRED PRIOR TO OCCUPANCY/USE 3t' :i RESIDENTIAL . DATE IES. NO COMIIIERCIAL DATE ACCEPTED xµ LES NO• CONSTRUCTION R W hP.W/ CONSTRUCTION •R,.W "., ENGINEERING' 417-4807`: PW/ENGINEERING EIRE 4174653 FIRE DEPT.. PLANNING.DEPT 4174750 PLANNING.DEP.T. BUILDING 467 BUILDING '4815 T Forms/Building Drviston/Public Works Perrtut 4 CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 r V Page 2 Application Number . . . . . 11-00000427 Date 7/26/11 Application pin number . . 100288 REPORT SALES TAX ------------------------------------------------------------- on your state excise tax form Special Notes and Comments information and mounting location. to the City of Port Angeles Labeling is required for doors leading to spaces containing (Location Code 0502) fire alarm control panels and fire sprinkler risers. A full acceptance test will be required for the fire sprinkler system. May 9, 2011 10:37:07 AM kdubuc. Sheet A-1.0 shows sprinkler piping running under the building. Sprinkler piping may not be run under buildings per NFPA 13 10.6.1. Any modifications to the City's electrical facilities will be at the customer's expense. Electrical load calculations and electrical permits are required. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE 11300.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 11300.00 Fee summary Charged Paid Credited Due Permit Fee Total 600.41 600.41 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total. 22604.50 22604.50 .00 .00 Grand Total 23204.91 23204.91 .00'... .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE v INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE%METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK GURB&'GUTTER DRIVEWAY;APPROACH BACK FLOW`DEVICE { "T �t. v 4; l 4 FINAL INSPECTIONS,REQUIRED"PRIOR'TO OCCUPANCY/USEp RESIDENTIAL, r"� - DATE IES NO. COMMERCIALS DATE .ACCEPTED .YES NO. CONSTRUCTION R W J.P,W/ CONSTRUGTION. .R.W ENGINEERING_< 4I7 4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT., PLANNING.DEPT, 41774750 PLANNING DEPT. BUILDING va BUILDING.. 4815 x. T m/B suOdmg Dlvlslon/Public Works Pernutt i 4- CITY OF PORT ANGELES 321 E STH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y Oc Issue Date . . . . . . 2/01/12 Expiration Date . . . . 1/01/13 ^� Parcel Number . . . . . 06-30-00-1-1-1900-1000- Property Address . . . 2230 W 18TH ST PORT ANGELES WA 98363 Subdivision Name . . . Legal Description . . . LTS 119-126 & 141-150 & VAC ST S ABTG; SURVEYS V14 P11;V25 P9 9; V27 P17 ;V42 P70;V44 P49 Property Zoning . . . . INDUSTRIAL LIGHT Owner . . . . . . . . . PORT OF PORT ANGELES Contractor . . . . . . PRIMO CONSTRUCTION INC 360 683-5447 Application number 11-00000427 000 000 Description of Work COMM NEW CONST Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Special conditions . . February 1, 2012 9 : 31 : 22 AM permits . This Certificate of OccuZo or the f ' st of two structures under this pel Occu cy is granted for the first building to thly. departments have signed off for the fi ruc res at this time . There may be other ite so ete the final building before permit may be Jos Approved . . . . . . . i d VOID UNLESSG BY BUILDING OFFICIAL 'w I Jesse Waknitz From: Jesse Waknitz Sent: Tuesday, January 31, 2012 8:43 AM To: Scott Johns (Sjohns@cityofpa.us) Cc: Doug Sandau Subject: Tree Replacement at CMC Scott, This Fall 2011 the Port planted fifty Douglas Fir trees of a 2-1 size,to replace the trees removed during the construction process at the Composite Manufacturing Campus.The replacement trees were planted along the north side of the bio- swale at the site that runs along W 18th Street. This replanting requirement was listed in the BSIP Staff Report dated May 11, 2011 prepared by the City. The Port is very keen on getting the Occupancy Permit finalized.Would photos of the replaced trees assist in this matter? Thanks, Jesse Waknitz Port of Port Angeles (t) 360-417-3452 (cell) 360-460-1364 Ad Coro - Yy,.ff721s �� 'i?fid Lim '%{moi�l.0 y 411/ • 1 4 t K t , � 1 T + , u r i k •. y,.: -r I a. 'c'—..- _ PREPARED 1/19/12, 11:20:51 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/19/12 ------------------------------------------- ---------------- ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST ------------------------------------------------------------------------------------------------ PERMIT: BPC 01 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI 01 8/23/11 JLL - BLDG_..REBAR INSPECTION -TIME.:-.0.1.:.0.0 8/24/11 AP August 23, 2011 8:36:29 AM 1pangrle. ROLAND 461-1349 "REBAR" AFTERNOON August 24, 2011 4:29:03 PM jlierly. - BLI 01 12/16/11 JLL BLDG INSULATION 12/16/11 AP December 15, 2011 8:58:26 AM jlierly. December 15, 2011 9:01:32 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BLTB 01 12/16/11 JLL BLDG T-BAR 12/16/11 AP December 15, 2011 8:58:53 AM jlierly. December 15, 2011 9:01:24 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BL3 01 12/16/11 JLL BLDG FRAMING 12/16/11 AP December 15, 2011 8:58:02 AM jlierly. December 15, 2011 9:01:37 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BL99 01 1/19/12 J BLDG FINAL January 19, 2012 11:00:41 AM pbarthol. Roland 461-1349 ------------------------------------ COMMENTS AND NOTES -------------------------------------- PREPARED 12/16/11, 10:48:33 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES - INSPECTOR: JAMES LIERLY DATE 12/16/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST --------------- -------- --------------------- PERMIT: BPC O1 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI O1 6/23/11 JLL BLDG REBAR-INSPECTION -TIME: 01:00 8/24/11 AP August 23, 2011 8:36:29 AM 1pangrle. ROLAND 461-1349 "REBAR" AFTERNOON August 24, 2011 4:29:03 PM jlierly. BLI 01 12/16/11 JLL BLDG INSULATION December 15, 2011 8:58:26 AM jlierly. December 15, 2011 9:01:32 AM jlierly. BLTB O1 12/16/11 JL BLDG T-BAR Li December 15, 2011 8:58:53 AM jlierly. December 15, 2011 9:01:24 AM jlierly. BL3 01 12/16/11 J BLDG FRAMING y Afon December 15, 2011 8:58:02 AM jlierly. December 15, 2011 9:01:37 AM jlierly. PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 12/16/11 JLL MECHANICAL ROUGH-IN December 15, 2011 8:59:09 AM jlierly. December 15, 2011 9:01:52 AM jlierly. ------------------------------- COMMENTS AND NOTES --------------------------------- PREPARED 11/14/11, 8:54:39 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/14/11 --------------------------------------------------- ------------------------------ ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC" PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------- - PL1 01 8/31/11 JLL PLUMBING UNDER SLAB TIME: 01:00 - 8/31/11 AP August 31, 2011 8:10:14 AM 1pangrle. JIM 460-0632 UNDERSLAB PLUMBING AFTERNOON August 31, 2011 3:39:21 PM jlierly. partial rough in/jll PLI 02 9/02/11 JLL PLUMBING UNDER SLAB TIME: 01:00 - 9/02/11 AP September 2, 2011 8:42:04 AM 1pangrle. JIM 460-0632 UNDERSLAB PLUMBING AFTERNOON September 2, 2011 4:44:09 PM jlierly. PL2 01 11/14/11 JLL PLUMBING ROUGH-IN November 14, 2011 8:51:16 AM 1pangrle. JIM 460-0632 ROUGH-IN PLUMBING -------------------------------------- COMMENTS AND NOTES ---------- � s PREPARED 9/02/11, 8:42:57 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/02/11 ----------—---- -—-------------------------- ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST -- ------- ----------------- ----- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 8/31/11 JLL PLUMBING UNDER SLAB TIME: 01:00 8/31/11 AP August 31, 2011 8:10:14 AM 1pangrle. JIM 460-0632 UNDERSLAB PLUMBING AFTERNOON August 31, 2011 3:39:21 PM jlierly. partial rough in/jll PL1 02 9/02/11 JL PLUMBING UNDER SLAB TIME: 01:00 September 2, 2011 8:42:04 AM 1pangrle. JIM 460-0632 UNDERSLAB PLUMBING AFTERNOON -------------------------------------- COMMENTS AND NOTES -- PREPARED 8/31/11, 8:12:01 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/31/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 - OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----- - ------------------------——-- PL1 01 8/31/11 JLL PLUMBING UNDER SLAB TIME: 01:00 < < August 31, 2011 8:10:14 AM 1pangrle. JIM 460-0632 UNDERSLAB PLUMBING AFTERNOON --------------------------------- COMMENTS AND NOTES - -------------------�f------------- PREPARED 8/23/11, 8:46:36 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/23/11 -- ---- --------— ----------- ----— ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST --------- - ------------------ ------------------- PERMIT: BPC 01 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------ -—------------------------------------------------ BLRI O1 8/23/11 J 0 BLDG REBAR INSPECTION TIME: 01:00 {;\ August 23, 2011 8:36:29 AM 1pangrle. ROLAND 461-1349 "REBAR" AFTERNOON -------------------------------------- COMMENTS AND NOTES -------------------------------------- r i i /s { KraZan & ASSOCIA TES , I NC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION f I January 13,2012 KA Project No: 106-11146 Building Permit No: 11-427/428/1004 Jeff Robb Port of Port Angeles f P.O.Box 1350 r 338 West First Street Port Angeles, WA 98362 t RE: Port of Port Angeles Intermediate Airport Buildings 1 Port Angeles,WA °'•9 Dear Mr.Robb: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: December 05,2011 Cylinder Report No. 51835—28 Day Break i Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if I applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to s contact our office. i Respectfully submitted, s YY \ 1 William D.Ugolini,ICC Certified Projects Manager Peninsula Division W DU/aw Enclosures cc: pennits(E�cityo$a.us tim�a,carletharchitects.cOm i `t 7 t f 1 S With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 , 6 Kraan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P20305 Date 12/5/2011 Report No. 51835 Weather OVERCAST .jurisdiction PORT OF P.A. Permit No. 11-428 Project PORT OF P.A. COMPOSITES Engineer Location PORT ANGELES AIRPORT Architect Client PRIMO CONST. Contractor PRIMO CONST. Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. 6SK M3060 Cern.lbs. C250 560 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.t Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 8:21 390 16600 4.9 4.25 46 38 C.agg.lbs.3 C220 1853 Sand lbs. C200 1317 water lbs. B280 24.4 Placement Area Air Ent.(oz) A350 5 Location BLDG#1 APRON/WEST AND SIDEWALK AT EAST BLDG Other(oz) REINFORCEMENT INSPECTED/CONFORMS/A-C-3.0 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE X ASTM C1:43 X ASTM C138 W/C=.363 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 12/6/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim, Area C.F. Load Str.(psi) Set# By Type Test Methods P20305 12/12/2011 7 4X8 12.56 37790 3,010 AC 5 X ASTM C39 P20305 12/12/2011 7 4X8 12.56 42180 3,360 AC 5 ASTM C109 P20305 1/2/2011 28 4X8 12.56 56265 4,480 AC 3 ASTM C617 P20305 1/2/2011 28 4X8 12.56 55130 4,390 AC 3 X ASTM C1231 P20305 H 4X8 12.56 51785 4,120 AC 5 ASTM C780 P20305 H 4X8 12.56 55875 4,450 AC 5 Other P20305 P20305 Test Results Remarks FIELD REPORT NO. 148817 X Conforming Results Reviewed By.,.� Date Reviewed Non-Conforming i Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Farm 01791 Reunion 2 Bffoci]vo Date 1210242 The inPormellon provided on Ws report is prepared for the exluooa use ar the client.Th1c report may wt bo reproduced in any Formal Mhout d,a wdtton patmission of the dtenl antl Krazan&Asanelams. 1' FIELD REPORT NO: 144891 UdKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �' // CONTRACTOR: PROJECT#: /OG t�_/ 4,o,--JURISDICTION& 4,o,-- Mt e AP4j,-lips PROJECT: o{�tAli 1-e Ss d dao �l ` PERMIT#:_ 1106-06�All`� LOCATION: /k� Ay f'.k,-5 INSPECTOR: IIlm 'NIU S KRAZAN PROJECT MANAGER: WEATHER: �/gAfU TEMP: (0-1 I?A7 Ai SVS ec6p- @,v 3i Tczrr (7® mw ;yV'jrjs �'AlAtlaJY 90-,d //X19- l lme-g /lin `1� 'iiv �°}r,�� s'f iL� c �12 ,tr �S c�c v� s�j�1F�� or e1 S ee3 e7' In'rod k'Z/ � 'sl.C�' M 3dSp. 1 AIACa WO,S '),4Ad✓-"iAA Pe'V3o/idr� (�of Cge ,1� 1W A S `�QS�Pt ' 40- S� I`�C 7riYJ 4Nd MOM VUU I 4 f 3 I: t ... .. .... .. ........... .... .. L I 1 i S Equipment/Asset Number(s): To the best of my knowledge,the above dg�/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. goSuperintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This' formatlon Is subleel to review prior to final submittal.By signing this report,our I inspector does not accept responsibility,for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced to any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:022/2009 f Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370, (360)598 2126 Project No. 106-11141b Cyl.Code P19843 pour Date 8/26/2011 Report No. 56484 Weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project PORT ANGELES COMPOSITE MFG BLDG Engineer N/A Location PORT ANGELES Architect N/A Client contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. 467 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 C220 1968 Time Truck# Ticket# %Air (in.) (F) (F) (pef) C.agg.lbs.2 7:25 386 14504 - 4 64 60 - C.agg.lbs.3 Sand lbs, C200 1411 Water lbs. 28 GALS Placement Area Air Ent.(oz) Location COLUMN FOOTINGS AT SOUTH ELEVATION GRID "A" Other(oz) A340 28.2 oz LINE 2 THROUGH 9; SAMPLED AT COLUMN FOOTING other(oz) #3, 2 OF 55 YARDS TOTAL Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE, MANUALLY CONSOLIDATED X ASTM C143 ASTM C138 RIS BY OTHERS X ASTM C1064 ASTM C173 W/C .50 X ASTM C31 Other Inspector JIM SHULTS Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 8/27/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19843 9/2/2011 7 4X8 12.56 48630 3,870 OB 2 X ASTM C39 P19843 9/23/2011 28 4X8 ASTM C109 P19843 9/23/2011 28 4X8 ASTM C617 P19843 9/23/2011 28 4X8 X ASTM 01231 P19843 9/23/2011 28 4X8 ASTM C780 P19843 Other P19843 P19843 Test Results Remarks FR 144891 Conforming Results Reviewed By,,/ Date Reviewed Non-Conforming . Codes for Break Types: 1: Cone 2: Cone&Split 3:Cone&Shear 4: Shear 5: Columnar(Split) Form 03101 RevWon 2 Effective Date 12/02/02 s The Inlormstion provided on ttds report Is prepared for the exalusW use of the client.This report may not be roprodusod In sty formal without the wrtan permisdon of the cunt end Kmnn&Associates. Krazan&'Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11142' Cyl.Code P19843 Pour Date 8/26/2011 Report No. 56484 Weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project PORT ANGELES COMPOSITE MFG BLDG Engineer N/A Location PORT ANGELES Architect N/A Client contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem,lbs. 467 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 C220 1968 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 7:25 386 14504 - 4 64 60 - C.agg.lbs.3 Sand lbs. C200 1411 Water lbs. 28 GALS Placement Area Air Ent.(oz) Location COLUMN FOOTINGS AT SOUTH ELEVATION GRID "A" Other(oz) A340 28.2 oz LINE 2 THROUGH 9; SAMPLED AT COLUMN FOOTING Other(oz) #3, 2 OF 55 YARDS TOTAL other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY CHUTE; MANUALLY CONSOLIDATED X ASTM C143 ASTM C138 R/S BY OTHERS X ASTM C1064 ASTM C173 W/C 50 X ASTM C31 Other inspector JIM SHULTS Laboratory Data Design Strength 3,000 @28 days Date Specimens Rec'd. 8/27/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19843 9/2/2011 7 4X8 12.56 48630 3,870 OB 2 X ASTM C39 P19843 9/23/2011 28 4X8 12.56 62315 4,960 AT 3 ASTM C109 P19843 9/23/2011 28 4X8 12.56 57890 4,670 AT 3 ASTM C617 P19843 9/23/2011 28 4X8 12.56 60650 4,830 AT 3 X ASTM C1231 P19843 9/23/2011 28 4X8 12.56 56815 4,520 AT 2 ASTM C780 P19843 Other P19843 P19843 Test Results Remarks FR 144891 X Conforming Results Reviewed By Vfi , Ci Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4:Shear 5: Columnar(Split) Form 0.7101 Revision 2 Ef ocMe Date 12102/02 The information provided on thla report is prepared for the exclusive use of the client.This report may not be reproduced in erly formatwbhord the written permission of the client and Krazeo 6 Associates. i 10� & Associates, Inc. FIELD REPORT NO: ���� 4483 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 91 -gy 1 t CONTRACTOR: -{—. PROJECT#: !O JURISDICTION: r PROJECT 0,a Aid �s �r5 �1� R..,I_ PERMIT#: 1 ;K8' 1 3 LOCATION: —'2,-;.? 3e t L.J. 1 g` ar-,-�-. INSPECTOR: Imo•—n KRAZAN PROJECT MANAGER: WEATHER: � TEM : Q r' h -Pik t — Ail t r t -' i. ,e I fdX! t � 'rlrS�2P Girti d �-i^c+ o 4J 1 i Equipment/Asset Number(s): To the best of my knowledge,the abov�.�1"AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. i Superintendent/Representative: Te reran: t This report indicates our Inspector's observation and testing results based on the site condition and contractors activities,This Information is subject to review prior final submittal. y signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site, The information provided o this report is prep red for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kratan&Assoc. r Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doe EFFECTIVE:4/=009 i C Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyl.Code P19882 Pour Date 8/31/2011 Report No. 58692 Weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 188813 Project PORT ANGELES COMP. Engineer Location 2230 W. 18TH ST Architect Client Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cern.lbs. 468.7 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1960.8 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 12:00 386 14618 4.5 72 66 - C.agg.lbs.3 Sand lbs. 1422.2 Water lbs. 34 GALS Placement Area Air Ent.(oz) Location COLUMN FOOTINGS 1/A-F, 10/A-F Other(oz) GRADE BEAMS 1.2.3/A-F Other(oz) SPREAD FOOTING SCHEDULE S2.1 Other(oz) GRADE BEAM NOTE S2.1 Other(oz) DETAIL 12/S3.1 Water Added on Job(gals.) 6 Field Test Methods Remarks CONCRETE PLACED VIA TAILGATE X ASTM C143 ASTM C138 MECHANICALLY CONSOLIDATED X ASTM C1064 ASTM C173 W/C .61 X ASTM C31 Other Inspector DENNIS DEMPSEY Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 9/1/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19882 9/7/2011 7 4X8 12.56 39095 3,110 AT 5 X ASTM C39 P19882 9/28/2011 28 4X8 ASTM C109 P19882 9/28/2011 28 4X8 ASTM C617 P19882 9/28/2011 28 4X8 X ASTM C1231 i P19882 9/28/2011 28 4X8 ASTM C780 P19882 Other P19882 P19882 Test Results I Remarks FR 144483 Conforming Results Reviews¢y , Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone& Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% fo[m D�l01 .t Revision 2 Effective Date 12)02/02 The information proMed on this report is propared for the ezdusivo use of the chard.This report may not be reproduced in emf format without the written pem'd3sion of the diani and Krazan&Associates. f Krazan&Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyl.Code P19882 Pour Date 8/31/2011 Report No. 58692 weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 188813 Project PORT ANGELES COMP. Engineer Location 2230 W. 18TH ST Architect Client Contractor PRIMO CONSTRUCTION tz Field Data CYLINDER REPORT Reported Batch Data c Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.tbs. 468.7 Mix Air Unit F.Ash tbs. Slump Temp. Temp. Wt. C.agg.tbs.1 1960.8 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg,lbs.2 12:00 386 14618 4.5 72 66 - C.agg.tbs.3 Sand tbs. 1422.2 Water tbs. 34 GALS Placement Area Air Ent.(oz) Location COLUMN FOOTINGS 1/A-F, 10/A-F other(oz) GRADE BEAMS 1.2.3/A-F other(oz) SPREAD FOOTING SCHEDULE S2.1 Other(oz) GRADE BEAM NOTE S2.1 Other(oz) DETAIL 12/S3.1 Water Added on Job(gals.) 6 Field Test Methods Remarks CONCRETE PLACED VIA TAILGATE X ASTM C143 ASTM C138 MECHANICALLY CONSOLIDATED X ASTM 01064 ASTM C173 W/C .61 X ASTM C31 Other Inspector DENNIS DEMPSEY Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 9/1/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19882 9/7/2011 7 4X8 12.56 39095 3,110 AT 5 X ASTM C39 P19882 9/28/2011 28 4X8 12.56 60615 4,830 AT 2 ASTM C109 P19882 9/28/2011 28 4X8 12.56 60965 4,850 AT 2 ASTM C617 P19882 9/28/2011 28 4X8 12.56 61795 4,920 AT 3 X ASTM C1231 P19882 9/28/2011 28 4X8 12.56 60755 4,840 AT 2 ASTM C780 P19882 Other P19882 P19882 Test Results Remarks FR 144483 X Conforming Results Reviewed By Date Reviewed Non-Conforming 3 Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 EAetWe Date 72l07Jo2 The information provided on this mportts prepared for the esclustva use of the Went.This report"y not be reproduced in my famat without the written permission of the client and Krazan d Associates. FIELD REPORT NO: 1304-16 "..Krazairi & Associates, Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: qhjll CONTRACTOR:3�p Mo PROJECT#: 104,- I I I JURISDICTION: CL'C _OF ' AMGELA;:� PROJECT:R_ COMf'OSr VM (J. KUC71G-"� PERMIT#: tI_ Ca00noI'It LOCATION: 1 SZT7 AWMI INSPECTOR: c3 f � KRAZAN PROJECT MANAGER: SMS WEATHER: 6*AaTEMP: 40--7 P Oji S rCs AS l t 4'o r ?a Gt Ai. 1 i�$P�(;�t_Oi j t 26 1 til ot�Cx�,D mi l (NsPElexeo q_6 &XopzAttlG- STIL�7L-Ac6A46&71" CZ- 612-ACC, 66AwrS 0M L i AJ6S 5. 4 t 1 $8Ttu66i+t Limes coons Vovs Ci r)uG,S o i,3 t G A &6TUr68N UiNE5 4 ANP �. �ti .K r �► l AtO*ta 1p, AUDOA AT .AlRa Ve' 4.1OL5-p IAC-AT lbh),c 3 Z� 6E K C A LLL GOtJMICTE M tg H 350—► 21,A L &? V-�"�Gk. -To Nt,100-Va- 0,643bP7, -Q70 A W 509- T-6SC -t. 'A Equipment/Asset Number(s): To the best of my knowledge,the abov WAS WAS NOTperformed in accordance with the appr d plans,specifications,and regulatory requirements. ' Superintendent/Representative: - ( Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This informa on is j to review prior to final submittal.By signing this report,our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on she The informa on provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4122!2009 Krakan>&Associates,Inc. 1230 FINN HILL RD. POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyl.Code P19894 Pour Date 9/7/2011 Report No. 47384 Weather CLEAR Jurisdiction Permit No. 11-00000427 Project PORT OF PORT ANGELES COMPOSITE Engineer Location 2230 W 18TH ST, PA BLDG-1 Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. 468 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1955 8:40 383 14750 6 63 59 C.agg.lbs.3 Sand lbs. 1427 Water lbs. 28gal Placement Area Air Ent.(oz) Location GRADE BEAMS ON LINES 5, 6+7 Other(oz) WRDA 28 CONTINUOUS FOOTINGS ON LINES A/1-7, F/1-10 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 18 Field Test Methods Remarks SAMPLED LOAD PLACED AT X ASTM C143 ASTM C138 GRADE BEAM 7/A-F X ASTM C1064 ASTM C173 W/C=.54 X ASTM C31 Other Inspector JONATHAN BAAS Laboratory Data Design Strength 3,000 @28 days Date Specimens Rec'd. 9/8/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19894 9/14/2011 7 4X8 12.56 46295 3,690 AT 2 X ASTM C39 P19894 10/5/2011 28 4X8 ASTM C109 P19894 10/5/2011 28 4X8 ASTM C617 P19894 10/5/2011 28 4X8 X ASTM C1231 P19894 10/5/2011 28 4X8 ASTM C780 a P19894 Other P19894 P19894 Test Results Remarks FIELD REPORT NO. 130416 Conforming Results Reviewed By 6vr ! Date Reviewed Non-Conforming Codes for Break Types: vl 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 i Revision 2 , Ettac a Date 12/02102 { The InTormation provided on We report Is prepatetl for the exclusive use of the client This report may not be reproduced In any lonnat wmwd the wri0en permission of the client end IGuan b Aswdaka. i FIELD REPORT NO: .1.4 415 4 & Associates, Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Ol' G CONTRACTOR: 9m)� LQ`�� PROJECT#: ZD6' JURISDICTION: ct,-L- PROJECT t cit. 1W le,P5 " 0M,0 l . PERMIT#: I] LOCATION: f?f �v�e fPs INSPECTOR: 'tri qhs KRAZAN PROJECT MANAGER: WEATHER: TEMP: G,S ft� I O D ,-ry Al to S e) AA',0 k4149 'OA-71w ) Q d fed Ll Ablilf, er`�° lel sf va C7 .v�, f'Did G'lQL?r� -'W AS' pod .Xx 9/4/01,P Aa,:a te9» . Ave ��� r�� dye T r l: Equipment/Asset Number(s): t To the best of my knowledge,the abov WA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative:13 C-4 Technicia : i r This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.Thi information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:422/2009 KrazAn&Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyt.Code P19917 Pour Date 9/12/2011 Report No. 56487 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project PORT OF P.A. INTERMEDIATE Engineer Location PORT ANGELES Architect Client PORT ANGELES Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 cent.lbs. 468 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11:55 386 14877 4.25 60 65 C.agg.lbs.3 C220 1941 Sand lbs. C200 1419 Water lbs. 28gal Placement Area Air Ent.(oz) A340 28.2 Location STEM WALLS LINE 1 THRU 6, A & F PER S3.1/4 Other(oz) GRADE BEAMS LINE 8 & 9 A THRU F S3.1/10 Other(oz) 3 CONTIN. FOOTINGS, LINE 8 THRU 10 AT A S3.1/4 Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks SAMPLED AT 2 OF 31 YARDS AT STEM WALL X ASTM C143 ASTM C138 #1, LINE A. CONCRETE TAILGATED x ASTM C1064 ASTM C173 MECHANICALLY CONSOLIDATED X ASTM C31 Other W/C=.50 Inspector JIM SHULTS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/13/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19917 9/19/2011 7 4X8 12.56 45015 3,580 OB 5 X ASTM C39 P19917 10/10/2011 28 4X8 ASTM C109 P19917 10/10/2011 28 4X8 ASTM C617 P19917 10/10/2011 28 4X8 X ASTM C1231 P19917 .10110/2011 28 4X8 ASTM C780 P19917 Other P19917 P19917 Test Results Remarks FIELD REPORT NO. 144154 Conforming Results Reviewed ByZQ Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Farm 03101 Revislon 2 t Effective Date IV02102 The Information provided on this report Is prepared to the exclusive use of the c0ent.This report may not be reproduced In any format without the written perrntsefun of the client and Krazan&Amodetes. a Jr FIELD REPORT NO: 1,4.4 7 =_ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION — I :DATE: PROJECT#: Z11 JURISDICTION. ' PROJECT PERMIT#, 19'9 9 ) S7 LOCATION: .2.2-?.Yf j�� l S'� � INSPECTOR: I -as gn4 KRAZAN PROJECT MANAGER:�� __JA _ � WEATHER: MP: l ` 1 ZiA -- 4 r r r r I d0 P5 `r lz 77 Equipment/Asset Number(s): F To the best of my knowledge,the abo WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repre ntative: a(� 4actfivit ian: a This report indicates our inspector's observation and testing results based on the Bile condition and contractoris information Is subject to review priciAo final submittal, y signing this report,our Inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The information provided o this report is pre red for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc, Offices Serving the Western United States Bothell(425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doe EFFECTIVE:4/22J2009 f s "r FIELD REPORT NO: 1441, ' �- & Associates, Inc. GEOTECHNICAL ENGINEERING • ENViRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: '--2 -:L — f CONTRACTOR:T�!-; PROJECT#: 106— JURISDICTION: P J S PROJECT: S r PERMIT#:'W `q 7 LOCATION: .;?--Z,-3<:) lA� INSPECTOR: f r KRAZAN PROJECT MANAGER: WEATHER: TE P: I In b rr r. tr rt (r tt 6 S f r Ot ' r ' o r 1 r 4j re—C47111 P-1 i Equipment/Asset Number(s): To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative:a? Te h ician: I This report indicates our Inspectors observation and testing results based on the site condition and contractor's activities.This iniormation is subject to review P05r to final submitt .By signing this report.our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on stte. The information provided on this report is pr ared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-'2126 Puyallup (253)939-2500 f DAILY FIELD REPORT 200940C EFFECTIVE:4/22/2908 1 FIELD REPORT NO: 14 4& Associates, Inc, GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: f-3 -')d r CONTRACTOR: e�llyt 0 PROJECT#: 166 " (l/ JURISDICTION: e173-1 PROJECT:. n1YFr?dKyb Y6i� Acl c-t Ai4.5 ., /Vo, ,L PERMIT#: //– LOCATION: Pelz7' J3-IRPe/-7– INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: 4 49-.,C TEMP:4 E.1f�,'01-/� /�G�7 C]�%'dvhiJri(t�fT,�+ /�t�+/n/�/zLE�c NQ��"7`�,y/7�`.4.( 6l'-56 ��'%IJ�L/GCSG7 +6✓Y SG'��i�/`��.1 "T/{lLi C..7/�U/���,� Q/�/ // Jf�(!7�' �7iY1GE5+�� ���'' �f�u�r� ���.�b oY G'1.�r�� � �C.�c•�r�r'.tr"' �G'��r�err_-•�7'� rSc�.�f 17. TAT t'1�1A r� Y�iC,�/i.� LLIa •c}�y s�i' d�,r�� 5-e_f'L114.De2s el+-s'7" 1 &!irxrAEMCz. 7Q- ,a 32Z3aa 3 �4,r✓� �5(, j 1 Equipment/Asset Number(s): To the best of my knowledge,the abov AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Super!ntendent/Representative:SQ Technician0�,j�z / G This report Indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to tin submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The Information provided oc on this port is prepared for the exclusive use of the client.This report may not be reproduced In any format without the written permission of the client and Krazan&Ass i' Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 Krazan &Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P19976 Pour Date 9/23/2011 Report No. 32322 Weather CLOUDY Jurisdiction CITY OF PORT ANGELES Permit No. 11-427 Project INTERMEDIATE BLDGS, NO. 1 Engineer Location PORT ANGELES AIRPORT Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055.1 Cern.lbs. 516 Mix Air Unit F.Ash tbs. Slump Temp. Temp. Wt. C.agg.lbs.t Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.tbs.2 1915 7:15 388 15169 5.75 59 52 C.agg.tbs.3 Sand lbs. 1446 water lbs. 29.8gal Placement Area Air Ent.(oz) Location BUILDING 1, S.O.G., SAMPLED AT 9 + B LINES Other(oz) A340 32.3 Other(oz) A323 10.3 Other(oz) Other(oz) Water Added on Job(gals.) 14 Field Test Methods Remarks PLACED BY PUMP X ASTM C143 ASTM C138 CONSOLIDATED BY MOBILE LAZOR SCREED X ASTM C1064 ASTM C173 X ASTM C31 Other 45 YARDS Inspector PENN SEELY Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 9/24/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19976 9/30/2011 7 4X8 12.56 47350 3,790 AC 3 X ASTM C39 P19976 9/30/2011 7 4X8 ASTM C109 P19976 10/21/2011 28 4X8 ASTM C617 P19976 10/21/2011 28 4X8 X ASTM C1231 P19976 10/21/2011 28 4X8 ASTM C780 i P19976 Other P19976 P19976 Test Results Remarks FIELD REPORT NO. 144943 Conforming Results Reviewed Bye t r Date Reviewed Non-Conforming Codes for Break Types: Yom` C 1:Cone 2: Cone& Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03101 Revision 2 EffecWe Date 12!02102 The Information prov4ded on ft report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the dient and Kraxen d Ascoolotes. i Krazan&Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)698 2126 Project No. 106-11146 Cyl.Code P19976 Pour Date 9/23/2011 Report No. 32322 Weather CLOUDY Jurisdiction CITY OF PORT ANGELES Permit No. 11-427 Project INTERMEDIATE BLDGS, NO. 1 Engineer Location PORT ANGELES AIRPORT Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055.1 Cem.lbs. 516 Mix Air Unit F.Ash lbs. ' Slump Temp. Temp. Wt. C.agg.Ibs.1 i Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 1915 7:15 388 15169 5.75 59 52 C.agg.lbs.3 Sand lbs. 1446 c Water lbs. 29.8gal i Placement Area Air Ent.(oz) Location BUILDING 1, S.O.G., SAMPLED AT 9 + B LINES Other(oz) A340 32.3 other(oz) A323 10.3 Other(oz) Other(oz) Water Added on Job(gals.) 14 Field Test Methods Remarks PLACED BY PUMP X ASTM C143 ASTM C138 CONSOLIDATED BY MOBILE LAZOR SCREED X ASTM C1064 ASTM C173 X ASTM C31 Other 45 YARDS 1. inspector PENN SEELY Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 9/24/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19976 9130/2011 7 4X8 12.56 47350 3,790 AC 3 X ASTM C39 P19976 9/30/2011 7 4X8 12.56 50500 4,020 AT 2 ASTM C109 P19976 10/21/2011 28 4X8 ASTM C617 i P19976 10/21/2011 28 4X8 X ASTM C1231 P19976 10/21/2011 28 4X8 ASTM C780 P19976 Other P19976 P19976 Test Results Remarks FIELD REPORT NO, 144943 Conforming Results Reviewed By b Date Reviewed Non-Conforming G Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) f Measurement Uncertainties: ASTM C-39+/-8% Foran 03101 Revision 2 EHaclive Date 11!02102 The Inbrmatton provided on this report is prepared for the exdusW use of the client.Thio report may not be reproduced In any loaned without the wri.Yen pemtisslon of the client and Krazan&Associates. v f Krazan&Associates, Inc. 1230 FINN HILL RD, POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyt.Code P19977 Pour Date 9/23/2011 Report No. 32323 Weather PARTLY CLOUD .jurisdiction CITY OF PORT ANGELES Permit No. 11-427 Project INTERMEDIATE BUILDINGS Engineer Location PORT ANGELES AIRPORT NO. 1 Architect Client Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055.1 Cern.lbs. 514 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1923 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 10:00 384 15192 - 6 62 63 - C.agg.lbs.s Sand lbs. 1440 Water lbs. 29 Placement Area Air Ent,(oz) Location BUILDING NO. 1 S.O.G. SAMPLED AT 6 + E LINES Other(oz) POLY 32 other(oz) A323 10 Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY PUMP, CONSOLIDATED BY LASER X ASTM C143 ASTM C138 SCREED X ASTM 01064 ASTM C173 W/C .46 X ASTM C31 Other Inspector PENN SEELY Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/24/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19977 9130/2011 7 4X8 12.56 47130 3,750 AT 3 X ASTM C39 P19977 9/30/2011 7 4X8 12.56 44420 3,540 AT 5 ASTM C109 P19977 10/21/2011 28 4X8 ASTM C617 P19977 10/2112011 28 4X8 X ASTM C1231 P19977 10/2112011 28 4X8 ASTM C780 P19977 Other s P19977 P19977 Test Results A Remarks FR 144943 Conforming Results Reviewed By W Date Reviewed Non-Conforming cf A—.I Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4:Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03101 Revision 2 Edecrive tare 128 2w The information provided on tide repos Is prepared for the ezclusha use of the cdent.This report may not be reproduced in any formal whhoul the wddeo pormasbn of the diem and ftzan d Assodeses. i I 1 Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Cyl.I code P19978 Pour Date 9/23/2011 Report No. 32324 Project No. 106-11146 y weather CLOUDY Jurisdiction CITY OF PORT ANGELES Permit No. 11-•427 Project INTERMEDIATE BUILDINGS, NO. 1 Engineer Location PORT ANGELES AIRPORT Architect Client contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Design Actual Concrete X Other Weights Weights M3055.1 No Mix . Supplier FRED HILL Plant No. 3 Site Mix 517 Cem.tbs. Mix Air Unit F.Ash lbs. Slump Temp. Temp, Wt. C.agg.tbs.1 1927 o c C.agg.lbs.2 Time Truck# Ticket# /o Air (in.} (F) (F} (P 0 12:27 385 15214 - 6.25 64 71 - C.agg.lbs.3 Sand tbs. 1444 Water lbs. 29 GALS Air Ent.(oz) Placement Area Location BUILDING NO. 1, S.O.G. SAMPLED AT 3 + C.5 LINES other(oz) A340 32.2 oz other(oz) A323 40.2 oz Other(oz) Other(oz) Water Added on Job(gals.) 10 Field Test Methods Remarks PLACED BY PUMP, CONSOLIDATED BY LASER X ASTM X ASTM 0143 ASTM 38 1064 ASTM C1 SCREED 73 W/C 45 X ASTM C31 Other inspector PENN SEELY Laboratory Data design Strength 3,000 @28 days Date Specimens Recd. 9/24/2011 Cyi, Test Field Max. Comp. Tested Break Laboratory e Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods Code Date Cure Ag 44475 3,540 AT 2 X ASTM 039 P19978 9!30/2011 7 4X8 12.56 P19978 9/30/2011 7 4X8 12.56 44010 3,500 AT 2 ASTM 0109 ASTM C617 P19978 10(2112011 28 4X8 X ASTM C1231 P19978 10/21/2011 28 4X8 ASTM C780 P19978 10121/2011 28 4X8 Other P19978 P19978 Test Results P19978 Conforming Remarks FR 144943 Non-Conforming Results Reviewed By*,...,, Date Reviewed Codes for Break Types:1&4 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties. ASTM C-39+1-8% Form 031ol Rafton 2 Dew 1210202 The inform bon W40ded on fide rapon is prepared ror the excWsirs use of dre erienl This report may not be roprodeeetl in any rdtmat wMgvl Cre wrNen patmM..�e^o!the a4ent and Krazan b Aero les, Effecti�a De 130424 OdKrazan & Associates, Inc, FIELD REPORT NO: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: "I CONTRACTOR: 4)P,1 MQ PROJECT#: tOl�a JURISDICTION: l �. PROJECT:RO 0 ERMIT#: 14ZA LOCATION: r %A) 'tti INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: C_ 3, ._ TEMP: aog T-6 As -s r~ i r ; t Ar Co(1 v BMW& A At, 1 RDoi i i f i q �..9 SBO V57 ` 1 Ckh�T� v t 9(ZA- 'C- To the best of my knowledge,the abov AS/ AS NOT performed in accordance with the appro a fans,specifications,and regulatory requirements. Superintendent/Repr ative: Technician: i This report indicates our inspector's observation and testing results Dosed on the site condition and contractor's activities.This information is ject to sew prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The' Iio rovided on this report Is prepared for the exclusive use of i the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States l Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 f • ; FIELD REPORT NO: 1.44( & Associates, Inc . GEOTECHNICAL ENGINEERING ° ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Witt III CONTRACTOR: �21Vy1� PROJECT#: ( 10 JURISDICTION: Rex -AtJr7R0C PROJECT: 6 PERMIT#: 1-- - LOCATION: I' S INSPECTOR: KRAZAN PROJECT MANAGER:�S�AC'S WEATHER: C.Y�Q` _ TEMP:,gT-D- i 0 ,S S A L S I i,y. LI, �-*COTj o(,-- L tie Ito L3c•"51�•6�� A *F• o Cc».rtba,,rns 'To APf R�y�o P To L SSS bot A 2 E, l'/2" AS 3 ,qC lern7F` �C e M S bD I6At t\3CS Cd ana!!rn AlAki S CDG A D Q N a 066 1 L, At�D %P- 5!L'-8 , Ws-esyc5 p C4 RAa ;MF=tttM AT : ....... ..... Cowrn tJ �sr�tJ�r l..ec.A'C�t��t� [?��otzx�� At�J�rz ANAP wALL sfzm ' 1 L moi"4,ua r al'twa y 16 a'6xG'0 Tom;[ C-,;1�1►.1t�,Q-�C Equipment/Asset Number(s): To the best of my knowledge,the abov WAS WAS NOT performed in accordance with the appy d plans,specifications,and regulatory requirements. Superintendent/Repre entative-.6 U Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This inform 'on is subt t to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.soma Information on this report may have been provided by others on site. tion provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan 6 Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 3 ' FIELD REPORT NO: 144686 j%AK-. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENARONMENTAL ENGINEERING CONSTRucTION TESTING AND INSPECTION t DATE: 10- 67-11 CONTRACTOR: 1�"a"'r r+� o ��n_S PROJECT#: 42 46 - l JURISDICTION: P-14- ►-.c P� �— PROJECT: r- -e 5 h/ e ` ERMIT#: l- I LOCATION: )Za- S–�— INSPECTOR: KRAZAN PROJECT MANAGER:s_) 1'Y} �j WEATHER: T P: `Vi rte, 4 Sf r 1)1111 y, 9Alp t3- `7rur-rx no m 1,o It,Se s 10 td .4olloq-27Os s t .1. % t. a t Equipment(Asset Number(s): I To the best of my knowledge,the abo WAS/ AS NOT performed in accordance with t e approved plans,specifications,and regulatory requirements. Superintendent/Represen atve rlu Tec is)an: >, E This report indicates our inspector's observation and testing results based on the site condition and contractor's activi ies.This information is subject to review prior to final mittei.By signin this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this re K is prepared forth exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 r. DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22J2009 i 41��KraZan & Associates , inc . DSA FilelAppl. No. GEOTECHNICAL ENGINEERING ° ENVIRONMENTAL ENGINEERING OSHPO No. CONSTRUCTION TESTING AND INSPECTION Permit No. DATE: f Q- mac, _ CONTRACTOR: PROJECT 11: p _ LO.R.: PROJECT: PRESENT AT SITE: LOCATION: ,�„2o C.J f COPIES TO: KRAZAN PROJECT MANAGER: J j'y �j WEATHER: TEMP: s J HIGH STRENGTH BOLTS '&,A325 ❑ A490 n cl A Skidmoore Lost was performed on the X aZ _-inch 0 bolts with the following torque readings: ,2" l:ozri> Ibs/ft. AC),ce:s� lbs./ft. _2%0 bs./ft. lbs./ft. lbs./ft. Average torque reading: _'2 og>{a lbs./ft.tension ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: ❑ The bolts DID / DID NOT meet the required lbs,/ft,tension. } ❑ ANCHORS ❑ Proof LoadTorque Test ❑ Epoxy ❑ %of total -inch 0 bolts were torque tested to lbs/ft.tension at the following locations: r t ❑ %of total anchors were load tested to lbs/ft. tension at the following locations: i ❑ Visual inspection was performed on ❑ NOTES ❑ DISCREPANCIES ❑ % COMPLETE ^ r G f i i To the best of my knowledge,the abo WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Te cion; 4231 Foster Ave. 25418 74th Ave.S 215 West Dakota Avenue 550 Parrott St.#1 123 Co merce Circle Bakersfield, CA 93308 Kent, WA 98032 Clovis,CA 93612 San Jose, CA 95112 Sacramen , CA 95815 (805)633-2200 (Z53)854-1330 (209)348-2200 (408)271-2200 (916)564-2200 FILE COPY A S S O C i 8 t 8 S , I n C . DSA FilelApl. No. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING DSHPD No. CONSTRUCTION TESTING AND INSPECTION Qeffilft No. zz DATE: 1 O —,j-- J CONTRACTOR: Pr; yvt p O.o V1 PROJECT#: C>( - LOA,: PROJECT: P.r -� PRESENT A7 SITE: LOCATION: 2,a�2,Q COPIES TO: KRAZAN PROJECT MANAGER: WEATHER: TEMP: HIGH STRENGTH BOLTS A326 ❑ A490 A Skidmoore test was performed on the -inch 0 bolts with the following torque readings: lbs/ft. grg>lbs./ft. [Z>nlb../ft. lbs./ft. lbs./ft. i Average torque reading: zs--a lbs.lft.tension. ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: ❑ The bolts DID / DID NOT meet the required lbs./ft,tension. ❑ ANCHORS ❑ Proof Load ❑ Torque Test ❑ Epoxy f ❑ % of total -inch 0 bolts were torque tested to�ibs/ft,tension at the following locations: ❑ %of total anchors were load tested to lbs/ft. tension at the following locations: ❑ Visual inspection was performed on i i i NOTES ❑ DISCREPANCIES ❑ % COMPLETE 1 F ser-; 8 �U T D 4 t 1 To the best of my knowledge,the aboWAS WAS NOT performed in accordance with the approved plans,specifications, and regulatory requirements. Superintendent/Representative: Tec Ic, n: 1 4231 Foster Ave. 25418 74th Ave.S 215 West Dakota Avenue 550 Parrott St.#1 123 CommercCircle f Bakersfield, CA 93308 Kent, WA 98032 Clovis,CA 93612 San Jose, CA 95112 Sacramento, CA 5815 is (805)633-2200 (253)854-1330 (209)348-2200 (408)271-2200 (916)564-2200 PILE COPY aZ a DSA FilelAppl. No. -� & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No. CONSTRUCTION TESTING AND INSPECTION Permit No. DATE: 1 ,� _ �� CONTRACTOR: PROJECT!t: O I.D.R.: PROJECT: PRESENT A7 SITE: LOCATION: p "^ COPIES 70: KRAZAN PROJECT MANAGER WEATHER: TEMP: f HIGH STRENGTH �� �� A325 1:1 A49BOLTS A Skidmoore test was performed on the/— -inch 8 bolts with the following torque readings: i 6 �lbs/ft. bsdit. S 0 z Mbs./ft. lbs-/ft, lbs./ft. Average torque reading. o rn, lbs./ft.tension. ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: ❑ The bolts DID / DID NOT meet the required lbs./ft.tension. El ANCHORS ❑ Proof Load ❑ Torque Test ❑ Epoxy r ❑ %of total -inch 0 bolts were torque tested toibsift.tension atthe following locations: ❑ %of total anchors were load tested to lbs/ft. tension at the following locations: 4 ❑ Visual inspection was performed on NOTES ❑ DISCREPANCIES ❑ % COMPLETE ' Tin�e.�I YY? S 1-2 7 tQ r i To the best of my knowledge,the abov<WAS WAS NOT performed in accordance with the approved plans,specifications, and regulatory requirements. Superintendent/Representative: Tec nic n: 4231 Foster-Ave. 25418 74th Ave. S 215 West Dakota Avenue 550 Parrott St.#1 123 Comme a Circle Bakersfield, CA 93308 Kent, WA 98032 Clovis, CA 93612 San Jose, CA 95112 Sacramento, 95815 (805)633-2200 (253)854-1330 (209)348-2200 (408)271-2200 (916)564-2200 FILE COPY KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 27,2011 KA Project No.: 106-11146 Building Permit No: 11-427/428/ 188813/188805 Dave Hagiwara Port of Port Angeles P.O.Box 1350 338 West First Street E Port Angeles, WA 98362 RE: Port of Port Angeles Intermediate Airport Buildings Port Angeles,WA Dear Mr. Hagiwara In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: September 07,2011 Cylinder Report No.47384—28 Day Break September 12,2011 Cylinder Report No. 56487—28 Day Break September 14,2011 Cylinder Report No. 56490—28 Day Break September 28,2011 Cylinder Report No. 47389—7 Day Break October 04,2011 Cylinder Report No.47392—7 Day Break October 07,2011 Field Report No. 144963 Cylinder Report No. 58798—7 Day Break October 18,2011 Field Report No. 144981 October 21,2011 Field Report No. 142799 I Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 i Respectfully submitted, William D.Ugolini,ICC Certified Projects Manager Peninsula Division i WDU/aw Enclosures cc: daveh,0)portofpa.com rkorcz(a-),cityofpa.us tim(cr�carlettiarchitects.com r i i Krazan&Associates,Inc. Offices Serving The Western United States Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P19894 Pour Date 9/7/2011 Report No. 47384 Weather CLEAR Jurisdiction Permit No. 11-00000428 Project PORT OF PORT ANGELES COMPOSITE Engineer Location 2230 W 18TH ST, PA BLDG-1 Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.tbs. 468 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.tbs.9 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.tbs.2 1955 8:40 383 14750 6 63 59 C.agg.lbs.3 Sand tbs. 1427 Water lbs. 28gal Placement Area Air Ent.(oz) Location GRADE BEAMS ON LINES 5, 6+7 Other(oz) WRDA 28 CONTINUOUS FOOTINGS ON LINES A/1-7, F/1-10 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 18 Field Test Methods Remarks SAMPLED LOAD PLACED AT X ASTM C143 ASTM C138 GRADE BEAM 71A-F X ASTM C1064 ASTM C173 WIC=.54 X ASTM C31 Other Inspector JONATHAN BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/8/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19894 9/14/2011 7 4X8 12.56 46295 3,690 AT 2 X ASTM C39 P19894 10/5/2011 28 4X8 12.56 60180 4,790 AT 2 ASTM C109 P19894 10/5/2011 28 4X8 12.56 58355 4,650 AT 2 ASTM C617 P19894 10/5/2011 28 4X8 12.56 57165 4,550 AT 2 X ASTM C1231 P19894 10/5/2011 28 4X8 12.56 56260 4,480 AT 5 ASTM C780 P19894 ;'Other P19894 P19894 Test Results Remarks FIELD REPORT NO, 130416 X Conforming Results Reviewed By ' !! Date Reviewed Non-Conforming V._ 0 Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03101 Revision 2 Effective Date iv02102 The information provided on this report Is prepared for the exclusive use of the client Tine report may not be reproduced In any format vAhout the wrilten permisaton of the cunni end Wotan d Associates. Krazan St Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyl.Code P 19917 Pour Date 9/12/2011 Report No. 56487 weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project PORT OF P.A. INTERMEDIATE Engineer Location PORT ANGELES Architect client PORT ANGELES contractor PRIMO CONSTRUCTION - nw■r� a■r■i iwi Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cern.lbs. 468 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11:55 386 14877 4.25 60 65 C.agg.lbs.3 C220 1941 Sand lbs. C200 1419 Water lbs. 28gal Placement Area Air Ent.(oz) A340 28.2 Location STEM WALLS LINE 1 THRU 6, A & F PER 53.1/4 Other(oz) GRADE BEAMS LINE 8 & 9 A THRU F S3.1/10 Other(oz) 3 CONTIN. FOOTINGS, LINE 8 THRU 10 AT A S3.1/4 other(oz) Other(oz) Water Added on Job(gals.) _ Field Test Methods Remarks SAMPLED AT 2 OF 31 YARDS AT STEM WALL X ASTM C143 ASTM C138 #1, LINE A. CONCRETE TAILGATED X ASTM 01064 ASTM 0173 MECHANICALLY CONSOLIDATED X ASTM C31 Other W/C-.50 Inspector JIM SHULTS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 9/13/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19917 9/19/2011 7 4X8 12.56 45015 3,580 OB 5 X ASTM C39 P19917 10/10/2011 28 4X8 12.56 60380 4,810 AT 2 ASTM C109 P19917 10/10/2011 28 4X8 12.56 58645 4,670 AT 3 ASTM C617 P19917 10/10/2011 28 4X8 12.56 61800 4,920 AT 2 X ASTM C1231 P19917 10/10/2011 28 4X8 12,56 59945 4,770 AT 5 ASTM C780 P19917 Other P19917 P19917 Test Results Remarks FIELD REPORT NO. 144154 X conforming Results Reviewed By fzc.� Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cane&Split 3: Cone& Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+!-8% Form o3101 Revision 2 Effective Data 12113=2 The information provided on into report Is prepared for the emiusive use of the client.This report may not be reproduced In any format without the written permission of the client and Krazan d Associates. t Krazan&Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370, (360)598 2126 Project No. 106-11146 Cyl.Code P19954 Pour Date 9/14/2011 Report No. 58790 Weather CLOUDY Jurisdiction CITY OF PORT ORCHARD Permit No. 11-427 Project PORT ANGELES COMPOSITE Engineer Location 2230 W. 18TH ST Architect Client PORT ANGELES Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. 466.2 Mix Air Unit R Ash lbs. Slump Temp. Temp. Wt. C.agg.ibs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg,lbs.2 12:35 62 1:4947 4.5 76 70 C.agg.lbs.3 1940 Sand ibs. 1422.2 Water lbs. 27.9 Placement Area Air Ent(oz) Location STEM WAILS, F/6-10, 10/F-A Other(oz) POLY 28 A/6-10 other(oz) DETAIL 4/S3.1 Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED W/TAIL GATE X ASTM C143 ASTM C138 MECHANICALLY CONSOLIDATED X ASTM C1064 ASTM C173 SAMPLED AT 10/13 x ASTM C31 Other W/C=.49 inspector DENNIS DEMPSEY Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/15/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim, Area C.F. Load Str. (psi) Set# By Type Test Methods P19954 9/21/2011 7 4X8 12.56 39030 3,110 ESW 5 X ASTM C39 P19954 10/12/2011 28 4X8 12.56 61960 4,930 OB 5 ASTM C109 P19954 10/12/2011 28 4X8 12.56 56835 4,530 OB 5 ASTM 0617 P19954 10/12/2011 28 4X8 12.56 60095 4,780 OB 5 X ASTM C1231 P19954 10112/2011 28 4X8 12.56 59450 4,730 OB 2 ASTM C780 P19954 Other P19954 P19954 Test Results Remarks FIELD REPORT NO. 144573 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone &Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03fu1 Revision 2 Effective Date 12102MZ The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any formetvAhout the written perrrrlssion of the client and Krazan d Asco'dalaa. Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl. Code P19997 Pour Date 9/28/2011 Report No. 47389 Weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 11-428 t Project PORT OF P.A. COMPOSITE MFG BLDG-2 Engineer Location 2220 W 18TH ST P.A. Architect Client PRIMO Contractor PRIMO rrr - -- nrr.Irrra�rrrr Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Com,tbs. C250 466 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.tbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 C220 1952 11:05 382 15287 4 67 60 C.agg.tbs.3 Sand Ibs. C200 1425 Water tbs. B280 289al Placement Area Air Ent.(oz) Location COLUMN FOOTINGS Other(oz) A340 28.4 LINES A+FI6-10 other(oz) 10/A-F other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks SAMPLED LOAD PLACED AT F/8 X ASTM C143 ASTM C138 W/C=.50 X ASTM C1064 ASTM C173 X ASTM C31 Other inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 9/29/2011 Cyt. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19997 10/5/2011 7 4X8 12.56 45980 3,660 AT 3 X ASTM C39 P19997 10/26/2011 28 4X8 ASTM C109 P19997 10/26/2011 28 4X8 ASTM C617 P19997 10/26/2011 28 4X8 X ASTM C1231 P19997 10/26/2011 28 4X8 ASTM C780 P19997 Other P19997 P19997 Test Results Remarks FIELD REPORT NO. 130424 " Conforming Results Reviewed By Date Reviewed Non-Conforming 3 Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 r Revlslon 2 Effective Dale 1 CI= The information proMird on this repot le prepared for Bin excluaNe use of the client.This report may not be isproduced In any format without the written permission of the client and Kfalan d Associates. Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)698 2126 Project No. 106-11146 Cyl.Code P20024 Pour Date 10/4/2011 Report No. 47392 Weather OVERCAST Jurisdiction CITY OF P.A. Permit No. 11-427 Project PORT OF P.A. COMPOSITE MFG BLDG Engineer Location 2220 WEST 18TH ST. P.A. Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. C250 466 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 9:00 391 15418 5 60 49 C.agg.lbs.3 C220 1955 Sand lbs. C200 1423 Water lbs. B280 27gal Placement Area Air Ent.(oz) Location COLUMN FOOTINGS Other(oz) A340 28 LINES A+F/1-5 Other(oz) 1/AC+E-F Other(oz) Other(oz) WALL FOOTING LINE 10/A-F Water Added on Job(gals.) Field Test Methods Remarks SAMPLED LOAD PLACED AT A/3 X ASTM C143 ASTM C138 W/C=.49 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 10/5/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P20024 10/11/2011 7 4X8 12.56 49395 3,930 OB 5 X ASTM C39 P20024 11/1/2011 28 ASTM C109 P20024 11/1/2011 28 ASTM C617 P20024 11/1/2011 28 X ASTM C1231 P20024 ASTM 0780 P20024 Other P20024 P20024 Test Results Remarks FIELD REPORT NO. 144691 Conforming Results Reviewed By vvX Date Reviewed Non-Conforming UA Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5:Columnar(Split) Measurement Uncertainties: ASTM C-39+l-8% Form 03101 Revision 2 Effective Dale 12/02/02 The Information pioMed on tIAs report is prepared kr the exclusive uee of the client.This report may not be reproduced In any formal without tate written parmission of the client and Krazan 6 Associates. i � "" FIELD REPORT NO: 144963 & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /44 -7 CONTRACTOR: Pt^'r mo lin PROJECT M /o(o- /// 6 JURISDICTION: PIl r -� PROJECT: PERMIT#: --------- �`` �`� LOCATION: o , 18 - INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: FI, TE P: e b �r r 1 /P4 if=- I s YaIP- 10 Je4a , I 9/sS 1 :5 - l L v'e s ' A r d rn a S A't -c1 U Se%r,Q �a. Gt a .i M.+L n EY (..SLS C►'e��C. (rh.��+ S e + `cs -7. 42$ Equipment/Asset Number(s): To the best of my knowledge,the aboveQ!WAS NOT performed in accordance w' t approved plans,spe ifications,and regulatory requirements. Superintendent/Representative: 13c-( Te nici n: This report indicates our Inspector's observation and testing results based on the site condition and contractor's activitio.This information is subject to review prior to fina ubmittal.By signin this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared forth exclusive use of the client.This report may not be reproduced in any format withoutthe written permisslon of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan &Associates, Inc. 1230 FINN MILL RD. POU LSBO WA 98370, (360) 598 2126 Project No. 106-11146 Cyl.Code P20035 pour Date 10/7/2011 Report No. 58798 Weather RAIN ,jurisdiction PORT ANGELES Permit No. 11-427 Project P.A. INTERMEDIATE BLD, Engineer Location 2220 WEST 18TH STREET Architect Client PRIMO CONSTRUCTION Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cern.lbs. 466.6 Mix Air unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg,lbs.2 8:10 390 15518 5 62 50 C.agg.lbs.3 1954.6 Sand lbs. 1410.4 Water lbs. 28.9 Placement Area Air Ent.(oz) Location STEM WALL FOOTINGS Other(oz) POLY 28 1/A-F Other(oz) A/1-10 Other(oz) F/1-5 other(oz) SAMPLED AT 1/D I Water Added on Job(gals.) Field Test Methods Remarks PLACED BY TAIL GATE X ASTM C143 ASTM C138 DETAILS 4/S3.1, S2.1 X ASTM C1064 ASTM C173 MECHANICALLY CONSOLIDATED X ASTM C31 other W/C=.51 Inspector Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 10/8/2011 Cyl. Test Field. Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P20035 10/14/2011 7 4X8 12.56 43705 3,480 AT 5 X ASTM C39 P20035 11/4/2011 28 4X8 ASTM C109 P20035 11/4/2011 28 4X8 ASTM C617 P20035 11/4/2011 28 4X8 X ASTM C1231 P20035 11/4/2011 28 4X8 AITM C780 P20035 Other P20035 P20035 i::>t Results Remarks FIELD REPORT: 144963 Conforming Results Reviewed By%,,�w , Date Reviewed N^n-Conforming Codes for Break Types: (;� 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar Measurement uncertainties: ASTM C-39+/-8% Form 03101 e Revlafon 2 i Eftec&.Cate 17JOV02 The intormeucn provided on this report Is prepared for the sacfustve use of the dwnt.TMs report may not be reproduced in eny format vdfhout the w Man pormfs m of the dent and Kmzan d Associates. 4 FIELD REPORT NO: 144981 & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: o - - !f CONTRACTOR:?r,to ��ns-I- - PROJECT#: 10 JURISDICTION: PROJECT sr PERMIT#: LOCATION: � INSPECTOR: KRAZAN PROJECT MANAGER: l• W\ WEATHER: TEMP: fv'�Jrip O r 1 — 1O I' �7 ��.-�,�-/^cam l ��t-�s l�Yl�A.f�d I-/1 eel.o r� � ct�c�✓� a r i t 1�'t�' � �1^ h IF r in C41 tlf ... _..._... � Q I A !^+ 4 t Equipment/Asset Number(s): i To the best of my knowledge,the abo WAS WAS NOT performed in accordance with a approved plans,specifications,and regulatory requirements. Superintendent/Representative:, T t ni ian: XL 5,0 This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior#final submittal.Et signing this report,our Inspector does not accept responsibility for valid ty of lha results.Some information on this report may have been provided by others on site. The information provided on is roport is prepay d for the exclusive use of j the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/2212009 FIELD REPORT NO: „�' y Aw & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ��' -ter ``� CONTRACTOR: PROJECT#: V41 JURISDICTION: GAY DSL r'�,.z� itf4a[6F=s PROJECT: r�oici" s�F r��Ar .�1✓ .�.�liAT 13G�G PERMIT#: LOCATION: INSPECTOR: ' KRAZAN PROJECT MANAGER: WEATHER: TEMP: i/r /g,y,, iz �r>�' r��,�ac � . c—�e�c�ry a c.�t 41" Sc�- Tc,Fs: i`�r��c' F!J•`� t�.=5'e..rcz'� C..tz. �ct��lo l 1 Equipment/Asset Number(s): To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: ( Gfi Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities,This information is subject to review r to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States i. Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4122/2009 j OtVW�XaZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 18,2011 KA Project No.: 106-11146 Building Permit No.: 11-427/428/188813/188805 Dave Hagiwara Port of Port Angeles P.O.Box 1350 338 West First Street Port Angeles,WA 98362 RE: Port of Port Angeles Intermediate Airport Buildings Port Angeles,WA Dear Mr.Hagiwara: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: i August 23,2011 Field Report No. 130412 August 24,2011 Field Report No. 130413 Cylinder Report No.36597—7 Day Break Cylinder Report No.36597—28 Day Break August 25,2011 Field Report No. 130414 August 26,2011 Field Report No. 144891 Cylinder Report No. 36484—7 Day Break Cylinder Report No. 36484—28 Day Break August 31,2011 Field Report No. 144483 Cylinder Report No. 58692—7 Day Break Cylinder Report No. 58692—28 Day Break September 07,2011 Field Report No. 130416 Cylinder Report No.47384—7 Day Break September 12,2011 Field Report No. 144154 Cylinder Report No. 56487—7 Day Break September 14,2011 Field Report No. 144573 5 September 22,2011 Field Report No. 144672 f I i With Offices Serving The Western United States i i 1230 Finn Hill Rd NW Ste.A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 r t September 23,2011 Field Report No. 144943 Cylinder Report No. 32322—7 Day Break Cylinder Report No. 32322—7 Day Break Cylinder Report No.32323—7 Day Break Cylinder Report No. 32324—7 Day Break September 28,2011 Field Report No. 130424 October 04,2011 Field Report No. 144691 October 05,2011 Field Report No. 144686 Bolt and Anchor Report Bolt and Anchor Report Bolt and Anchor Report Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, William D.Ugolini,ICC Certified Projects Manager Peninsula Division WDU1md Enclosures cc: daveWporto$a.com i s 3 i 3 i i 1 1 t t 3 Krazan&Associates,Inc. t Offices Serving The Western United States FIELD REPORT NO: 130412 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: (84.t3/m CONTRACTOR: PROJECT#: / JURISDICTION: C11' QC ?4b &L,�C C PROJECT: �v,e.T OF P O>�1tbStlitr Mr- - PERMIT#:_ D 000 Lllfr� ' LOCATION: 10 W 0""" �r Ot INSPECTOR: .T _QS KRAZAN PROJECT MANAGER: JM.R WEATHER: OL16tPC,o.Sr— TEMP: 46'5: G9J� Z?t3 190 l. J + f /Vr27 Cylc 11VFdP-C1/Z6 57r-eJY-- A X ee2!ie/ Ir C-A, Fg,� 3" 001-41W,IV A�POIlI,111-- s' aly ;Z AA1 ........................ fI 1V -5/yJw,.V d/v 8A R- gerA PfEIV o. . 3 a L / S' a 'Z' i To I Equipment/Asset Number(s): To the best of my knowledge,the ab e WA>4 WAS NOT performed in accordance with the appr d plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This Informal i is s ject review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. into atl provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. I Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Pouisbo (360) 598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 i FIELD REPORT NO: 13 0 & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ��// CONTRACTOR: fFOAMO PROJECT#: 106; /I/ t-/ ..�p . JURISDICTION:_Cer U� �2T �N e G Lpcs PROJECT: / 0-af RA OMP22ff-6 L0 - PERMIT#: ( t-., - LOCATION:_ x30 GJ /841` Sr �� INSPECTOR: J Aq4 t KRAZAN PROJECT MANAGER: JAIS WEATHER: C...[, 4f TEMP: yN s� >ee j iL�LEd RVCilyr�v2 FOR SIXCIA- 111&& bcT� 0f .. ..... ... E , U✓ ? I 6� dAlu t 04o)V)Tdl2d iglam' �S�(`� � l fajl CI)�/1 ,AZT Il G OJT a 4 b/'��Q f -W OF 5'���2 el X 7 C4 4a 9✓-6-x�1.6 '_r` O 7 U 1Lr' rLZdg i G- 6J 3�Jf �I > i Equipment/Asset Number(s): i i To the best of my knowledge,the ab e W / R9V*T performed in accordance with the app ed plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates out inspector's observation and testing results based on the silo condition and contractor's activities.This infor-14fion Is subf t review prior to final submittal.By signing this report,our i inspector does not accept responsibility lot validity of the resultst m .Some information on this report have been provided by others on site. The informatio provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-1114 Cyl.Code P19823 POUT Date 8/24/2011 Report No. 36597 weather CLEAR .jurisdiction CITY OF PORT ANGELES Permit No. 11-00000427 Project P.A. COMPOSITE MFG BLDG I Engineer N/A Location 2230 W 18TH ST. PORT ANGELES Architect N/A Client Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. 461 Mix Air Unit F.Ash lbs. Slump Temp. Temp. wt. C.agg.lbs.1 C220 1955 Time Truck# Ticket# %Air (in.) (F) (F) (pct) C.agg.lbs.2 11:25 383 14449 - 3.5 70 60 - C.agg.lbs.3 Sand lbs. 0200 1420 Water lbs. 27 GALS Placement Area Air Ent(oz) Location F8.5 COLUMN FOOTINGS; GRID F/2-9 Other(oz) A340 28.2 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks SAMPLED LOAD 2 PLACED AT TOP LIFT OF F/3 & F/2 X ASTM C143 ASTM C138 W/C .50 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 8/25/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19823 8/31/2011 7 4X8 12.56 48665 3,870 OB 3 X ASTM C39 P19823 9/21/2011 28 4X8 ASTM C109 P19823 9/21/2011 28 4X8 ASTM C617 P19823 9/21/2011 28 4X8 X ASTM 01231 P19823 9/21/2011 28 4X8 ASTM C780 P19823 Other P19823 P19823 Test Results Remarks FR 130413 Conforming Results Reviewed By)4/ Date Reviewed Non-Conforming Codes for Break Types: ��--[[ 1: Cone 2: Cone&Split 3: Cone&Shear 4:Shear 5:Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form DUO Revision 2 Effective Data 12M2102 The information provided on this reportis prepared for the exCiaelvo use of the client.This report may not be reproduced in any format without the wrilten permission of the client and Krazan&Assodetes. Krazan &Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-111.41" Cyl. Code P19823 Pour Date 8/24/2011: Report No. 36597 Weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project P.A. COMPOSITE MFG BLDG I Engineer N/A Location 2230 W 18TH ST. PORT ANGELES Architect N/A Client Contractor PRIMO CONSTRUCTION .error Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.lbs. 461 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.i C220 1955 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11:25 383 14449 - 3.5 70 60 - C.agg.lbs.3 sand lbs. C200 1420 Water lbs. 27 GALS Placement Area Air Ent.(oz) Location F8.5 COLUMN FOOTINGS; GRID F/2-9 Other(oz) A340 28.2 oz Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 5 Field Test Methods Remarks SAMPLED LOAD 2 PLACED AT TOP LIFT OF F/3 & F/2 X ASTM C143 ASTM C138 W/C .50 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 8/25/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19823 8/31/2011 7 4X8 12.56 48665 3,870 OB 3 X ASTM C39 P19823 9/21/2011 28 4X8 12.56 59540 4,740 ESW 3 ASTM C109 P19823 9/21/2011 28 4X8 12.56 60130 4,790 ESW 3 ASTM C617 P19823 9/21/2011 28 4X8 12.56 49440 3,940 ESW 3 X ASTM C1231 P19823 9/21/2011 28 4X8 12.56 58385 4,650 OB 5 ASTM C780 P19823 Other P19823 P19823 Test Results Remarks FR 130413 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: (� 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% form 03101 Reuslon 2 . Effeco"Dale 12102A2 The Information proNded on this report Is prepared lar the exclueta use of the talent.This naport may not be reatoduood In any Format without the wdHen permission of the client and Kraw&Associates. FIELD REPORT NO: �� , Q1 40=4-r-1 K r a Z a n & Associates, Inc. GEOTECHNICAL ENGINEERING ` ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: PROJECT#: -1010rtlI JURISDICTION: IT �W AA-"anja PROJECT:QP, y� A C014A �, iAA-P - Ln d.l PERMIT#: �!- �,'LCZ 0VZ7 LOCATION: ] u� / � C!' , �/�1�4n0 'lam INSPECTOR: j4,eg KRAZAN PROJECT MANAGER: WEATHER: X042 _ TEMP: 70t-( OtvSrr f4� rZd O-241 4 R EA 11=�d,-N' CeZ um iJ EoTJx/G S Jam/ 1 i i' f i 1 i Equipment(Asset Number(s): i To the best of my knowledge,the abov WAS AS NOT performed in accordance with the approved s,specifications,and regulatory requirements. jc( Superintendent/Representative: Technician: i k This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This information is uhject to iew prior to final submittal.By signing this report,our i Inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others onsite. The i rmation Wad on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doo EFFECTIVE;4/222009 PREPARED 1/30/12, 10:49:49 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/30/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 2230 W 18TH ST SUBDIV: TENANT, NBR: COMPOSITE MANUFACTURING CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683-5447 OWNER PORT OF PORT ANGELES PHONE (360) 417-3422 PARCEL 06-30-00-1-1-1900-1000- APPL NUMBER: 11-00000427 COMM NEW CONST ------------ - ------------- PERMIT: BPC 01 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI 01 8/23/11 JLL BLDG REBAR INSPECTION TIME: 01:00 8/24/11 AP August 23, 2011 8:36:29 AM 1pangrle. ROLAND 461-1349 "REBAR" AFTERNOON August 24, 2011 4:29:03 PM jlierly. BLI 01 12/16/11 JLL BLDG INSULATION 12/16/11 AP December 15, 2011 8:58:26 AM jlierly. December 15, 2011 9:01:32 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BLTB 01 12/16/11 JLL BLDG T-BAR 12/16/11 AP December 15, 2011 8:58:53 AM jlierly. December 15, 2011 9:01:24 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BL3 01 12/16/11 JLL BLDG FRAMING 12/16/11 AP December 15, 2011 8:58:02 AM jlierly. December 15, 2011 9:01:37 AM jlierly. December 16, 2011 4:16:07 PM jlierly. BL99 01 1/19/12 JLL BLDG FINAL 1/19/12 DA January 19, 2012 11:00:41 AM pbarthol. Roland 461-1349 January 19, 2012 3:37:06 PM jlierly. electrical final reqd/exit signs throughout/emergency lighting/label electrical room/building indentification # in relationship to other buildings/finish plumbing ada drinkiong fountain. ../jll January 30, 2012 9:56:27 AM pbarthol. BL99 02 1/30/12 nJLL BLDG FINAL January 30, 2012 9:56:56 AM pbarthol. Roland 461-1349 COMMENTS AND NOTES -------------------------------------- VI) R;-,j ,, p 'v F� Unger Engineering, Inc. 22'�August,.201.1 ' { Civil o ,Structural , anme � Magent Mr.,JIm'Lierly 1401-West 7th Street BUllding Ir1SpeCtOr. 1. Port Angeles;:Washzngton 98363 City�of Port Angeles'Department ofCommunity Developme.nt Office-(360)-4522098` 321 E Fifth St Fax,(360) 417-2098- PortAngeles;.WA 98362 _.-_ `E-mail:.ungerpe@msn.com -.Subject:: Composite'Manufacturing Buildings Port'of Port-AngelesPlan Review. 1N/building and"foundation'submittals Dear Mr;Lierly: ` 1-'have,-reviewed the'letters-from-Tim,Goodman_ of Carletti Architects and Engineering from Richard Maddox on.CMCBuilding'#1,.. This,,relates"to the Port of PA Composite -Manufacturing:Buildings:-.These.delayed:subrriittals also include the foundation design by Tory-.Bean,of D.CI Engins:: The-analysis.of'the'building members is very detailed which'.would bebeyoeer nd.my . scope to check all their figures. 4thus did an envelope analysis s0 be sure the analysis resulted-in-the appropriate magnitude of forces to' structurallydesign.for ;This-was found to be.supportive of the presented resulting structure: also developed a spread: sheet\theshows thereaction forces of the building so that the.*-, foundation`units:.could be:,checked . This showed the foundation,unit:and-the grade : beams to b'Jn-confo'rmance i ith ,! a forces thaf were tletermined`. :M analysis'also slaowedahat the designed footings;:reinforcing, and anchor bolts were:appropriate for the expected.forces. find the delayed submittal of.the,structure and fhe'foundation:to_be in-confomance'' with the.:requirbime'nts of the international Building-Code as it:'relates to,my review,: therefor recommend approval of the structural and foundation.'portiorrof�the building' permit.'Mith'this recommendation I;forward.a comment.thaf:fhe foundation.units.:be carefully inspected b'y you before they:are poured. The reinforcement caused-by the e design loads;deserVb9.Special car6 Jn the'form work-and the jayout,of the reinforcellent` along-with the,anchor-bolts.-The,transfer:of.the_horizontal thrust,of.the steel frames throughthe foundation-to the grade._beams-is critical.. Thank ,,ou for'dsin ` Gene-Unger Engineering LLC-ori this ro'ecf. I`am ,leased`to be"of Y g' 9 9 9 p 1 p service to the,City:of Port Angeles: Sincerely; - - = Gene H. Unger' PE` Inc.: Engineering analysis of-submittals 44 11023LJL3 1 r ===dk—"KraZan & ASSOCIATES INC . GEOTECHNICAL ENGINEERING -• ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 27,2011 KA Project No.: 106-11146 Building Permit No: 11-427/428/ 188813/188805 Dave Hagiwara Port of Port Angeles P.8 We R x 135o 33RECEIVED 338 West First Street 1�[ Port Angeles, WA 98362 OCT 27 2011 RE: Port of Port Angeles Intermediate Airport Buildings CITY OF PORT ANGELES Port Angeles,WA BUILDING DIVISION Dear Mr. Hagiwara: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: September 07,2011 Cylinder Report No.47384—28 Day Break September 12,2011 Cylinder Report No.56487—28 Day Break September 14,2011 Cylinder Report No. 56490—28 Day Break September 28,2011 Cylinder Report No.47389—7 Day Break October 04,2011 Cylinder Report No.47392—7 Day Break October 07,2011 Field Report No. 144963 Cylinder Report No. 58798—7 Day Break October 18,2011 Field Report No, 144981 October 21,2011 Field Report No. 142799 f Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. S i i y f With Offices Serving The Western.United States .......... : 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 f Respectfully submitted, CGS William D.Ugolini,ICC Certified Projects Manager Peninsula Division WDU/aw Enclosures i cc: davehfportofpa.com rkorcz(a cityofpa.us tiTnAcarlettiarchitects.com i i r i { t i i s t i I i s i ff } 4 S Krazan &Associates,Inc. Offices Serving The Western United States r Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyt.Code P19894 Pour Date 9/7/2011 Report No. 47384 Weather CLEAR Jurisdiction Permit No. 11-00000428 Project PORT OF PORT ANGELES COMPOSITE Engineer Location 2230 W 18TH ST, PA BLDG-1 Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Gatch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL 'Plant No. 3 Site Mix Mix No. M3050.1 Cern.lbs. 468 Mix Air Unit F.Ash tbs. Slump Temp. Temp. Wt. C.agg.tbs,7 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.tbs.2 1955 8:40 383 14750 6 63 59 C.agg.tbs.3 Sand tbs. 1427 Water tbs. 28gal Placement Area Air ant.(oz) Location GRADE BEAMS ON LINES 5, 6+7 other(oz) WRDA 28 CONTINUOUS FOOTINGS ON LINES A/1-7, F/1-10 Other(oz) Other(oz) Other(oz) Water Added on Job(gals.) 18 Field Test Methods Remarks SAMPLED LOAD PLACED AT X ASTM C143 ASTM C138 GRADE BEAM 7/A-F x ASTM C1064 ASTM C173 W/C 54 X ASTM C31 Other Inspector JONATHAN BAAS Laboratory Data�r Design Strength 3,000 @ 28 days Date Specimens Recd. 9/8/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19894 9/14/2011 7 4X8 12.56 46295 3,690 AT 2 X ASTM C39 P19894 10/5/2011 28 4X8 12.56 60180 4,790 AT .2 ASTM 0109 P19894 10/5/2011 28 4X8 12.56 58355 4,650 AT 2 ASTM C617 P19894 1015/2011 28 4X8 12.56 57165 4,550 AT 2 X ASTM C1231 P19894 10/5/2011 28 4X8 12.56 56260 4,480 AT 5 ASTM C780 P19894 ;'+Other P19894 P19894 Test Results i Remarks FIELD REPORT NO. 130416 X Conforming Results Reviewed By 2- Date Reviewed Non-Conforming Codes for Break Types: 4 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 031D1 Revision 2 - Efteowe Dale 12WJ02 P Tha bdorma60n provided on this report m prepared for Me exclusive use of d*dienL This report may not be reproduced in any forreatwftn l the written pernhWan orthe c0entand Krown d Asso©ates. Krazan Sr Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P 19917 Pour Date 9/12/2011 Report No. 56487 Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 1100000427 Project PORT OF P.A. INTERMEDIATE Engineer Location PORT ANGELES Architect Client PORT ANGELES Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cem.tbs. 468 Mix Air Unit F.Ash tbs. Slump Temp. Temp. Wt. C.agg.tbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 11:55 386 14877 4.25 60 65 C.agg.lbs.3 C220 1941 Sand tbs. C200 1419 Water tbs. 289al Placement Area Air Ent:(oz) A340 28.2 Location STEM WALLS LINE 1 THRU 6, A & F PER S3.1/4, Other(oz) GRADE BEAMS LINE 8 & 9 A THRU F S3.1/10 Other(oz) 3 CONTIN. FOOTINGS, LINE 8 THRU 10 AT A S3.1/4 Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks SAMPLED AT 2 OF 31 YARDS AT STEM WALL X ASTM 0143 ASTM 0138 #1, LINE A. CONCRETE TAILGATED X ASTM C1064 ASTM 0173 MECHANICALLY CONSOLIDATED x ASTM C31 Other W/C=.50 inspector JIM SHULTS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/13/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psl) Set# By Type Test Methods P19917 9/19/2011 7 4X8 12.56 45015 3,580 OB 5 X ASTM C39 P19917 10/1012011 28 4X8 12.56 60380 4,810 AT 2 ASTM C109 P19917 10/10/2011 28 4X8 12.56 58645 4,670 AT 3. ASTM C617 P19917 10/10/2011 28 4X8 12.56 61800 4,920 AT 2 X ASTM C1231 t P19917 10/10/2011 28 4X8 12.56 59945 4,770 AT 5 ASTM C780 1 P19917 Other P19917 P19917 Test Results Remarks FIELD REPORT NO. 144154 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone& Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03101 Revition 2 EffecOve Date 12MV02 's The Wormatton provided on Das report is prepered for the amlustve use of the e0ent This report may not be reproduced in any format wBhnt thewdhen permission of the ckent and Kraaan a AmooWes. Z , Krazan &Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyt.Code P19954 Pour Date 9/14/2011 Report No. 58790 weather CLOUDY .jurisdiction CITY OF PORT ORCHARD Permit No. 11-427 Project PORT ANGELES COMPOSITE Engineer Location 2230 W. 18TH ST Architect Client PORT ANGELES Contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cern.lbs. 466.2 Mix Air Unit F.Asb lbs. Slump Temp. Temp. Wt. C.agg.lbs.7 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 12:35 62 14947 4.5 76 70 C.agg.lbs.3 1940 Sand lbs. 1422.2 Water lbs. 27.9 Placement Area Air Ent(oz) Location STEM WALLS, F/6-10, 10/F-A other(oz) POLY 28 A/6-10 Other(oz) DETAIL 4/S3.1 other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED W/TAILGATE x ASTM C143 ASTM C138 MECHANICALLY CONSOLIDATED X ASTM C1064 ASTM 0173 SAMPLED AT 1016 x ASTM C31 Other W/C=:49 inspector DENNIS DEMPSEY Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 9/15/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19954 9/21/2011 7 4X8 12.56 39030 3,110 ESW 5 X ASTM C39 P19954 10/12/2011 28 4X8 12.56 61960 4,930 OB 5 ASTM 0109 P19954 10/12/2011 28 4X8 12.56 56835 4,530 OB 5 ASTM C617 P19954 10/1212011 28 4X8 12.56 60095 4,780 OB 5 X ASTM C1231 P19954 10/12/2011 28 4X8 12.56 59450 4,730 OB 2 ASTM C780 P19954 Other P19954 P19954 Test Results Remarks FIELD REPORT NO. 144573 X Conforming Results Reviewed By 1W Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+i-B% Form 03101 Rasion 2 . FJfee6ro Date 12102W2 . The Information provided on ft roportis prepared for the exdusive use of the cYeM,This report may not be reproduced in any format wHhoutthe wrn[an pmmisston of the dent and Krazan 3Aasociatw i t f Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-11146 Cyl.Code P19997 Pour Date 9/28/2011 Report No. 47389 weather CLEAR Jurisdiction CITY OF PORT ANGELES Permit No. 11-428 Project PORT OF P.A. COMPOSITE MFG BLDG-2. Engineer Location 2220 W 18TH ST P.A. Architect Client PRIMO Contractor PRIMO i Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix' Mix No. M3050.1 Cem.tbs. C250 466 Mix Air unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.tbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.tbs.2 C220 1952 11:05 382 15287 4 67 60 C.agg.tbs,3 Sand lbs. C200 1425 Water lbs. B280 28gal i Placement Area Air Ent.(oz) Location COLUMN FOOTINGS Other(oz) A340 28.4 LINES A+F/6-10 Other(oz) 10/A-F Other(oz) Other(oz) Water Added on Job(gats.) 5 Field Test Methods Remarks SAMPLED LOAD PLACED AT F/8 X ASTM C143 ASTM 0138 W/C=.50 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 9/29/2011 Cyt. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P19997 10/5/2011 7 4X8 12.56 45980 3,660 AT 3 X ASTM C39 P19997 10/26/2011 28 4X8 ASTM C109 P19997 10/26/2011 28 4X8 ASTM 0617 P19997 10/26/2011 28 4X8 X ASTM C1231 P19997 10/26/2011 28 4X8 ASTM C780 P19997 Other P19997 P 19997 Test Results Remarks FIELD REPORT NO. 130424 Conforming Results Reviewed By Date Reviewed Non-Conforming 3 Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5:Columnar(Split) Measurement Uncertainties: ASTM C-39+1-8% Form 03191 Rerision 2 ENscINe Date 127/02 Them preVided on this report is prepared for the ezclusNo use of the chant This mport may not be reproduced in any format Mithoutthe vNNten pormhaloo of the client aruf Krazen 6 Associates. Krazan&Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370, (360)5982126 Project No. 106-11146 Cyt.Code P20024 Pour Date 10/4/2011 Report No. 47392 weather OVERCAST ,jurisdiction CITY OF P.A. Permit No. 11-427 Project PORT OF P.A. COMPOSITE MFG BLDG Engineer Location 2220 WEST 18TH ST. P.A. Architect Client PRIMO Contractor PRIMO Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3050.1 Cam.lbs. C250 466 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 9:00 391 15418 5 60 49 C.agg.lbs.3 C220 1955 Sand lbs. C200 1423 Water lbs. B280 27gal Placement Area Air Ent.(oz) Location COLUMN FOOTINGS Other(oz) A340 28 LINES A+F/1-5 Other(oz) 1/AC+E-F other(oz) Other(oz) WALL FOOTING LINE 10/A-F water Added on.lob(gals.) Field Test Methods Remarks SAMPLED LOAD PLACED AT A/3 X ASTM C143 ASTM C138 W/C=.49 X ASTM C1064 ASTM C173 X ASTM C31 Other inspector JON BAAS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 10/$/2011 Cyl, Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P20024 10/11/2011 7 4X8 12.56 49395 3,930 OB 5 X ASTM C39 P20024 11/1/2011 28 ASTM C109 P20024 11/1/2011 28 ASTM C617 P20024 11/1/2011 28 X ASTM C1231 P20024 ASTM C780 P20024 Other P20024 P20024 Test Results Remarks FIELD REPORT NO. 144691 Conforming Results Reviewed By Date Reviewed 'Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5:Columnar(Split) Measurement Uncertainties: ASTM C-39+!-8% Form 03101 Redslon 2 Effects Dab 72102)02 The Informatlon provided on MIs report Is prepared fortpe exck*n use crew cOenL TNs(sport may not be reproduced In any formal Y&wut the wdeen pennhsion of are crient and Kram 8!Associates. s - FIELD REPORT NO: 144963 �' qmKrazan & Associates, Inc. ' `" `p GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION r DATE: /a CONTRACTOR:_Prif P-'r-> L>{1 S -^ PROJECT#: /o!o- /l/ 6 JURISDICTION: PQ r -� PROJECT:`ice PERMIT#: ------ B LOCATION: o Li, $� -. INSPECTOR: KRAZAN PROJECT MANAGER: '-� WEATHER: TE P: eo nsb r� t g + rt i j 5 A l f - 1 d Je4a > t 9/s 3 . / F7 ! ) -5_ !! J A.— � � /nr � 4 h d d 6tJQ�c�1J�r�� LL �r rr Li o f { ___!X f „` _ n f� t 124 421-0s� 4 rL-2 A S 6 U HSL'0 -eA-- � . Ir lr ; �8 i ll G t rrt 7_ gJ 5 r 4 Equipment/Asset Number(s): i To the best of my knowledge,the above WAS!WAS NOT performed in accordance w' t approved plans,spe ifications,and regulatory requirements. Superintendent/Representative: 1jc-{ Te nici n: s This report Indicates our Inspector's observation and testing results based on the site condition and contractor's activit .This information is subject to review prior to fins ubmittal.By signithis report,our inspector does not accept responsibility for validly of the results.Soma information on this report may have been provided by others on she. The information provided on this report is prepared for th exclusive use of the client.This report may not be reproduced in any format without ft written permission of the client and Krazan i£Assoc. i Offices Serving the Western United States f Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2540 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370, (360)598 2126 Project No. 106_11146 Cyt.Code P20035 Pour Date 10/7/2011 Report No. 58798 Weather RAIN Jurisdiction PORT ANGELES Permit No. 11-427 Project P.A. INTERMEDIATE BLD. Engineer Location 2220 WEST 18TH STREET Architect Client PRIMO CONSTRUCTION contractor PRIMO CONSTRUCTION Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix unix No. M3050.1 Cem.lbs. 466.6 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 8:10 390 15518 5 62 50 C.agg.lbs.3 1954.6 Sand lbs. 1410.4 Water lbs. 28.9 Placement Area Air Ent.(oz) Location STEM WALL FOOTINGS Other(oz) POLY 28 1/A-F Other(oz) A/1-10 other(oz). F/1-5 other(oz) SAMPLED AT 1/D Water Added on Job(gals.) Field Test Methods Remarks PLACED BY TAIL GATE X ASTM C143 ASTM C138 DETAILS 4/S3.1, S2.1 x ASTM.C1064 ASTM C173 MECHANICALLY CONSOLIDATED x ASTM C31 other W/C=.51 Inspector Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. 10/8/2011 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date .Cure Age Dim.. Area C.F. Load Str. (psi) Set# By Type Test Methods P20035 10/14/2011 7 4X8 12.56 43705 3,480 AT 5 X ASTM C39 P20035 11/4/2011 28 4X8 ASTM C109 P20035 11/4/2011 28 4X8 ASTM C617 P20035 11/4/2011 28 4X8 X ASTM C1231 P20035 11/4/2011 28 4X8 A"TfA C780 P20035 P20035 P20035 T:: t Results } Remarks FIELD REPORT: 144963 Crnforming t Results Reviewed By�� Date Reviewed N-n-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar Measurement Uncertainties: ASTM C-39+/-81/16 Foran 07101 - Revision 2 Etedive Oeie 12[02102 The Udormeton provided on itds repos is proparerl to the exctustue use of the chant.This report may not he reproduced in any format rdtwul the vamon permission ortre client and Kraxan d Aasociates. l -11.4 . �„ 8 w & Associates, !_nc. FIELD REPORT NO: GEOTECHNICAL ENGINEERING - ENARONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Zo - /f CONTRACTOR:ar inn a L rn s� - PROJECT#: to JURISDICTION: Pll r 4 PROJECT.&rJ S raliij PERMIT#: -'2- LOCATION: -2 230- INSPECTOR: KRAZAN PROJECT MANAGER: ,1 OA 25 WEATHER: TEMP: o > - F tr l"m n->��^o l ��1 � r.,.�i-l-r� j r, T��r-cc„�,e��.�--� �. a�b✓'E. a r�1.}'lt�`� s J rr 3 t � �s c.5 a or'e. ,r 1S J� S " 1_ ( M f T 1 in L L L�r" r'�YY �J _ Equipment/Asset Number(s): G i To the best of my knowledge,the abo WAS WAS NOT performed in accordance with a approved plans,specifications,and regulatory requirements. Superintendent/Representative:,,�c-t Te ni ian: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review priorhnat submittal.B signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on is reportis prepa d for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Paulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 FIELD REPORT NO: 14-27C319 & Associates, Inc. GEOTECHNi AL ENGINEERING • ENVIRONMENTAL ENGINEERING - CONSTRUCTION TESTING FIND INSPECTION DATE: /o -C" —e/ CONTRACTOR: PROJECT#: 'a;'4— '-y/"r' JURISDICTION: Cl' PROJECT: moo ' PERMIT#: LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: cxAjgzge,:n�c. TEMP: it fiiA�r1 i"l o P4.:Gi c�r2 <'-Me" .sir u fG1.�'. G''��yCr�c�e tom' �Gr'�C.f✓s�2' E Jflx6r'!S F2 r/k .�'c't<�s12c� 'C" r/ `�`C CGS .3G.rt�, �' f 149�tr5 o2. /Z5 r/Ic�r.Jr'8 ,:�t�Jt rS ivy Z�S * UC AlOr T .�/I/'� J'�a'�}c'-.L �J�C~J� i'�C�i7�l�;' Ter✓ /,�©�G:�i r'"7�� �.✓�i Z ,/�,'�'f'L j'Z'x"l1F!/F yr. Equipment/Asset Number(s): i r To the best of my knowledge,the abov6!Zj J.'WAS NOT pciformed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: I. This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review r to final submirial.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on she. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States ,E Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE;4!22!2009 f r , i 3 0 FORT OF PORT ANGELES W A S H I N G T O N July 18, 2011 IDept. �Mr. Nathan WestDDirector of Community Development �U` ' ��"City of Port Angeles321 E. 5`hStreetY OF PORT ANGELESPort Angeles WA 98362 of Community Development RE: Composite Manufacturing Campus Project Costs Dear Nathan: Pursuant to our ongoing discussions regarding the Port's Composite Manufacturing Campus' Project, we offer the following list of project costs for the City's consideration for your cost share contribution. The list of.itetns includes costs for roads, sidewalks and utilities, as well as permit fees for the project. We have provided the project costs per the actual bids we have received in some cases and others are our current estimates of future construction. Permit fees: $80,446.73 ($40,000 has been originally allocated by the City. See attached). Paid in full by the Port. Electric transformers and service: $105,955.00(per letter from Brian Anders dated July 5, 2011. See attached). Paid in full by the Port. Site Infrastructure: $396,514.15(per Zenovic &Associates,July 15, 2011. See attached) We recognize that the total amount which equals $582,915.88 exceeds the City pledge of $540,000.00, but we also understand that you may have a preference as to which items you would choose to participate in. We note that these are project costs and estimates to date and we will have further expenditures once the building phase of the contract begins. In addition to the above,the Port appreciates your ongoing efforts to work with us on the completion of the Binding Site Improvement Plan for the area. As we have indicated previously, the Port will commit to meeting the conditions of approval for the BSIP per the staff recommendation of May 11, 2011, prior to completion and occupancy of the Composite 11.F:nufa ctur;nb Campus building, "spevifl.-c,lly bull-ding#1). Upon your review of the enclosed materials, we would be glad to answer any questions you may have with regard to the ongoing project. Thank you for your partnership in this exciting project. Sincerely, PORT F PJiwa ELES avid . HDirector ofevelopment Encl. 338 West First Street (360)457-8527 COMMISSIONERS EXECUTIVE DIRECTOR P.O. Box 1350 Fax: (360)452-3959 John M.Calhoun Jeffery K.Robb Port Angeles,WA 98362 info@portofpa.com Jim McEntire George H.Schoenfeldt Fees pd by City 2011 from Fund 103 Permit# Application# Total Paid Comments BSIP Prelim PZ821L 11-00000023 $ 1,500.00 Street Vacation PZ821L 11-00000028 $ 325.00 Includes filing fees Clearing&Grading Permit 11-00000014 $ 3,734.50 Composite Campus Bldg Permit Bldg 1 IBP820L 11-00000427 $ 40,781.27 Less fees committed by City ($40,000.00) Funds not accounted for $ 6,340.77 Amount Committed,to Composite Campusfrorii City ' ,` nA $40,000 Permits remaining to be issued Permit# Application# Cost Comments �. Composite Campus Building#1 BP820L 11-00000427 $ 6,340.77 Unpaid permitting funds Composite Campus Building#2 BP820L 11-00000428 $ 32,955.96 Plan check covered in Bldg#1 BSIP Final Submittal BSIP 11-01 11-00000023 $1,000.00 ROW Permit-18th Street F 7 $150.00 Fees to be pd by Port of Port Angeles $ 40,446.73 l ' N OR + ELE. " � ��^•-�— W A S H I N G T O N, U. S. A. Public Works & Utilities Department tU,rr+ } July 5, 2011 RECEIVED 'fk ✓rf �'„�4> y V 4JUL 6 - 2011 f r g g i. 4 t! �� 1}� � Port of Port AnPORT OF PORT ANGELES Angel Attn: Dave Hagiwara 338 W 1s' St Angeles WA 98362 rF :4 Subject: Electric line extension in Airport Industrial Park k Dear Dave: 4 h a� t1 The estimated costs of labor and materials supplied by the City for the installation of primary electrical power to serve expansion of the ACTI buildings in Airport Industrial Park can be divided into four components. These costs can be paid for separately which would allow for improvements to be made in stages as the project moves forward and as buildings are. � ? constructed. g 3" {s Segment 1 —Bldg. 1 Transformer . s4�M4 The cost of the transformer alone to serve building#1 is estimated at$28,828.00. Seqment 2—Bldg. 4 Service The cost of labor and materials for service to be provided to building#1, excluding transformer, is estimated at$43,646.00. This does not include conduit and cable provided by your } s. contractor, only the City's sectionalizing cabinets, vaults, cable terminating, and,miscellaneous r x`s 1 labor. Segment 3—Bldg. 2 Transformer } .. The cost of the transformer alone to serve building#2 is estimated at$21,976.00. ,,t 1 `Tr Segment 4—Bldg. 2 Service '7 The cost of labor and materials for service to be provided to building#2, excluding transformer, s, r 4f is estimated at$11,505.00.This includes approximately 175' of cable and conduit provided by r the City which was not included in your contractor's bid package. r� The total Port contribution to the City for construction is therefore$105,955.00. This is based z d uYN .1� . ',1y ,3aj on prices updated from those Glenn Cutler provided you recently. The City will be responsible for the following: 1 Providing and installing all sectionalizing cabinets transformer vaults, transformers and � 9 9 9 , terminations for primary cables Phone: 360-417-4800/ Fax: 360-417-4542 Website: www.cityofpa.us/ Email: publicworks@cityofpa.us 321 East Fifth Street- P.O. Box 1150/ Port Angeles, WA 98362-0217 2) Providing and installing approximately 175' of cable and conduit mentioned in segment 4 (once the selected option is paid for) The Port will be responsible for the following: 1) Providing all trenching, bedding and backfill for the new conduit as follows: Primary Trench—24 inches wide and 47 inches deep (See enclosed Trenching Specification LIM 0 01) Trenching must meet the requirements of WAC Chapter 296-155N-Excavation, trenching and, shoring. All excavated material will be placed no closer than two (2)feet from the edge of the excavation and any excavation more than four(4) feet in depth will require shoring. 2) Providing and installing primary conduit and cable for Building 1 service 3) Coordination with Wave Broadband, Qwest Communications and Capacity Provisioning Inc. for the installation of their equipment. They may share the trenches with the electrical conduit and cable with appropriate separation. 4) All Required Permits 5) Payment of the estimate listed above for desired segments of the line extension 6) Coordinating and scheduling all work with Jim Klarr, Light Operations Manager, at 417- 4731 If the actual cost of construction exceeds the estimated amount for this job, there will be no further billing unless the project scope changes. If the actual cost is less than the estimate, the difference will be refunded. These estimates do not include any costs associated with trenching, new underground service conductors and/or conduit from the transformers to the buildings. Estimates are good for 120 days from the date of this letter. Receipt of payment or a purchase order for one or more of these segments will allow us to proceed with ordering material and scheduling the work. Transformer delivery time currently is about 12 weeks from the time we receive payment. That makes segments one and three potentially the most critical to scheduling. Segments two and four require engineering time, ordering material, and scheduling construction. These segments can usually begin construction in five to six weeks after receiving payment. If you have any questions or concerns, feel free to contact me at the phone number, or e-mail, listed directly below my name. Sincerely, z Brian Anders Electrical Engineering Specialist banders(a)cityofpa.us 360.417.4708 cc:Kent Myers, Glenn Cutler, Nathan West I I ZENOVIC&ASSOCIATES, INC. JOB#: 10141 301 EAST 6TH STREET, SUITE 1 CLIENT. Port of Port Angeles PORT ANGELES, WA PROJECT. Airport Industrial Park 360.417.0501 AUTHOR: KAL FAX 360.417.0514 PN: 06-30-00-111900 7/15/2011 UTILITY IMPROVEMENTS BID JENIF DESCRIPTION UNIT QTY. UNIT COST TOTAL 20 8" DIA. PVC SEWER L.F. 625 $ 24.66 $ 15,412.50 21 6" DIA. PVC SEWER SERVICE L.F. 3 $ 666.40 $ 1,999.20 22 48" DIA. SSMH EA. 3 $ 3,385.76 $ 10,157.28 23 8"DIA. PVC C900 WATER MAIN L.F. 1,317 $ 21.02 $ 27,683.34 24 6"DIA. PVC C900 WATER MAIN L.F. 10 $ 40.66 $ 406.60 25 10"X 8"TAPPING TEE EA. 1 $ 2,609.60 $ 2,609.60 26 8"TAPPING GATE VALVE EA. 1 $ 560.00 $ 560.00 27 10" GATE VALVE EA. 1 $ 1,917.44 $ 1,917.44 28 8"X 6"TEE EA. 1 $ 278.88 $ 278.88 29 6" GATE VALVE EA. 1 $ 734.72 $ 734.72 30 8"X 8"TEE EA. 2 $ 411.04 $ 822.08 31 8" GATE VALVE EA. 3 $ 974.40 $ 2,923.20 32 10"TO 8" REDUCER EA. 5 $ 255.36 $ 1,276.80 33 1" SERVICE STUB L.F. 10 $ 28.00 $ 280.00 34 DOUBLE CHECK VALVE EA. 2 $ 10,235.68 $ 20,471.36 35 FIRE HYDRANT EA. 1 $ 3,315.20 $ 3,315.20 37 TYPE 1 CATCH BASIN EA. 13 $ 940.27 $ 12,223.51 38 TYPE 2 CATCH BASIN EA. 4 $ 3,002.72 $ 12,010.88 39 72"TY. 2 C.B. / FLOW SPLITTER EA. 2 $ 6,446.72 $ 12,893.44 40 54" TY. 2 C.B. W/ BIRDCAGE EA. 2 $ 5,107.20 $ 10,214;40:,, 41 RESTRICTOR ASSEMBLY EA. 1 $ 1,411.20 $ 1,411.20 42 DETENTION POND L.S. 1 $ 2,943.36 $ 2,943.36 43 BIOFILTRATION SWALE L.S. 1 $ 10,820.32 $ 10,820.32 44 PARKING LOT SWALE L.F. 237 $ 4.96 $ 1,175.52 45 12" DIA. HDPE CULVERT L.F. 90 $ 16.78 $ 1,510.20 46 6" DIA. PVC STORM PIPE L.F. 502 $ 11.73 $ 5,888.46 47 8" DIA. HDPE STORM PIPE L.F. 1,517 $ 14.18 $ 21,511.06 48 12" DIA. HDPE STORM PIPE L.F. 851 $ 22.32 $ 18,994.32 49 15" DIA. HDPE STORM PIPE L.F. 101 $ 43.04 $ 4,347.04 50 18" DIA. HDPE STORM PIPE L.F. 486 $ 31.73 $ 15,420.78 51 24" DIA. HDPE STORM PIPE L.F. 24 $ 58.56 $ 1,405.44 65 TRANSFORMER/CABINET EA. 4 $ 831.04 $ 3,324.16 66 4" PVC CONDUIT& CABLE (3-PH) L.F. 2,000 $ 32.20 $ 64,400.00 - SIDEWALK ON 18TH. S.F. 1,210 $ 12.00 $ 14,520.00 C.O#5 INCREASE WATER SERVICE SIZE $ 241.67 C.O. #7 6" STUB FOR ROOF DRAIN CONN. $ 469.20 C.O. #8 ELECTRICAL LAYOUT CHANGES $ 24,079.74 C.O. #13 STORMWATER CHANGES $ 4,240.81 SUBTOTAL $ 334,893.71 ENGINEERING FEES $ 33,489.37 WASHINGTON SALES TAX 8.4% $ 28,131.07 TOTAL $ 396,514.15 �jrr 'PORT-11 y • t �L CITY OF PORT ANGELES BUILDING DIVISION 7� p� TRANSMITTAL To. XFire Department DA ❑ Other Department Date Project Address Contact •T(V') GGOA CIA Phone number(s) O`�qLf Permit numbed 4 2-7 Project Description Cio,d �cri Ii h XNew Construction ❑ Addition / Alteration Please review & return to the Building Division, Permit Technician. T:Forms/Building Division/Transmittal r q i 6-7 1 • 999 BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only: - Attn: Building Permit Technician Date Received_5 3-I 321 E. Fifth St., Port Angeles, WA 98362 'jj (360)41774815 fax(360)417-4711 ,��0 Permit# �— Date Approvedai if Applicant IA hiS F�� ( j0 P o � — � Property Owner F-rig-lor Pho e 1�p- Property Owner's Address - f D• ao (;550 paltr-M&IELES Contractor_ Pv-mC) Cove n,enkot,, -tine Phone Contractor's Address 3777 (sko" KA5,P_,-y0m, U_)A- q&S%,> License # (-;Inao C I J_ 3-,p 7 Expires `4/4 I & E-mail PROJECT ADDRESS 2-Z50 Parcel Number Q b - `S 20 - 0 0 a ® Lot Zoning Proiect Type&Brief Description: ❑ Residential ❑ Multi-family Commercial Industrial Check all that apply 9 YNew Construction IC7,.pQ0 6K. WMAIpt OC7 ❑Addition � �IbU G � t� ❑ Remodel ❑ Repair ❑ Demolition ❑ Re-roof ❑ House ❑ garage ❑ other ❑ tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑ gas fireplace ❑ pellet stove>Cother ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq, ft.) Basement @ $ per sq. ft. _ 15' Floor 010 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other -A See +4%e vNeK4 Pa4a frv' 00 - V&Iuc*60'1 GO.lcvIAti i� TOTAL VALUATION $ 22.4 2-, i5y.70 Total footprint of structures sq. ft. - Lot size sq. ft. = Lot coverage % Site Coverage=the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % (( -?A,, l Max. height of proposed structures_M20 ft. Occupancy group F- 1 � g #of bedrooms Will a lawn sprinkler system be installed? �j o Occupant load 2-5 #of full baths Will a fire sprinkler system be installed? _yam Construction type i i- g #of half baths 1 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 t rking on rol.ec s. Date64 Print Name:TJLI6�OOI� ( Signature ` 6G T:Forms/Building Division/Bldg Permit.doc r NOTES Permit# i 1 - -'f2--7 s w "V4 Per sue, -5/3/11 B 4-X46 S-F oLAS Sf f61� 1b 13 Q 5 '� sF �3`� s� gustn�ss pis14 5 M Sr 4-b+&( pj2n aPP(�V\ � 5 gu s� Use X I LI 5,9 Moll hi V1 G-b u c gg ,L4 j5p 1 3� �`o Z ,Zq2 I '9,'70 Va(uz6 o N cul, rL.SS 15 1 Ve*1 LP- 6>4- �*e co +or ' u e *e- l . L0 T:Fonns/Building Division/Notes NOTES ' Permit# yb e- - 9 a\eCA 0w v +io yN LkAa- ��' 5�nv►�1�, (�� o �;h� C-2, C) �1 n (Y1 c ear s I - o z i`s Qn a p—r # 34 rky � ,�� �ounfi A-Z QYI 1 F' t�OtY� c`� 11(1 Vw+_ N �,,)orneuis ga- ,r-oo -A Iet's � �I.aOlr l�y�t.�v� � i/ea* sthKs & Z-bWs A ( ur-�►,a1 eue. tj a.sL- h uJ-(a-5. Pines 5 +0"s —4*+ ExcA&U �- Y)s Nr I'Torms/Building Division/Notes Fees pd by City 2011 from Fund 103 Permit# Application # Total Paid Comments ''11 —�1(1 BSIP Prelim PZ821L 11-00000023 $ 1,500.00 GCay r`C Q Street Vacation PZ821L 11-00000028 $ 325.00 Includes filing fees 0 Clearing & Grading Permit 11-00000014 $ 3,734.50 �;`, �\ �� Composite Campus Bldg Permit Bldg 1 BP820L 11-00000427 $ 40,781.27 ! UVB V�0' LA Less fees committed by City ($40,000.00) 3l Funds not accounted for $ . 6,340.77 1U 4� Amount Comm ttedkto Comprvosxite Campus from Caty r, w r$�40,OOO S r s Permits remaining to be issued Permit# Application# Cost Comments Composite Campus Building#1 BP820L 11-00000427A $ 6,340.77 Unpaid permitting funds Composite Campus Building#2 BP820L 11-00000428 $ 32,955.96 Plan check covered in Bldg#1 BSIP Final Submittal BSIP 11-01 11-00000023 $1,000.00 ROW Permit- 18th Street $150.00 Fees to be pd by Port of Port Angeles $ 40,446.73 A\� N ell-` se o� 40 P' ` PREPARED 7/08/11, 9: 51 : 57 PAYMENTS DUE INVOICE _CITY OF PORT ANGELES PROGRAM PZ821L --------------------------------------------------------------------------- PROJECT NUMBER: 11-00000023 BINDING SITE IMPROVEMENT PLAN FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- BINDING SP - PRELIMINARY 1500 . 00 TOTAL DUE 1500 . 00 Please present this invoice to the cashier with full payment. ` PREPARED 7/08/11, 9: 53 : 41 PAYMENTS DUE INVOICE CITY OF PORT ANGELES PROGRAM PZ821L -------------------------------------------------------------------------- PROJECT NUMBER: 11-00000028 VACATION OF ROW FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- STREET VACATION 325 . 00 TOTAL DUE �S, QQ Please present this invoice to the cashier with full payment. File Edit List Commands Help _ $tAU1AifiD'PUSUC SECTOR Navi Ine 's Application Miscellaneous Information Maintenance Application number: 11 00000114 ASSESSOR PARCEL NUMBER: 00-30-00-1-1-1900-1000- Address: 2200 W 18TH ® 2/28/11 February 26, 2011 3:24 16 PM rvess 2/28/11 City permit contribution $3734.50 for 2/28/11 this permit per PANIC 3 7D 900 _f Highlighted Code'f field indicates the line is not available for List selection. 9/OK Cancel �;�� /y Add _A,mm PREPARED 7/07/11, 17 : 00 : 31PAYMENTS DUE RECEIPT CITY OF PORT ANGELES �yr-- d-�- P A---------------------PROGRAM BP820L APPLICATION NUMBER: 11-00000427 2230 W 18TH ST FEE DESCRIPTION AMOUNT .DUE ----------------------------------------------------------- PLAN CHECK FEES 6730 . 56 PUBLIC WORKS COMM WATER SERV 4.6-5 . 41 V SANITARY SEWER HOOK UP 135 . 00 MECHANICAL PERMIT 293 . 10 PLUMBING PERMIT 198 . 00 BUILDING PERMIT - COMMERCIAL 10354 . 70 SEWER SYSTEM DELV CHARGE 11300 . 00 STATE SURCHARGE 4 . 50 ) 34 ,--7 7 PO rt (� PW WATER SYSTEM USE FEE 11300 . 00 1 TOTAL -DUE 3Lf,(4Lf6,r,)o sen Mo eio h (/j, ll do a Please present this receipt to the cashier with full paymen11 t . n u r h al ein�vy PREPARED 7/11/11, 9: 36:47 Fort f PAYMENTS DUE RECEIPT .CITY OF PORT ANGELES G 1 PROGRAM BP820L ----------------------------------=----------------------------------------- APPLICATION NUMBER: 11-00000428 2220 W 18TH ST FEE DESCRIPTION AMOUNT DUE ---------------------------------------------------------------------------- PUBLIC WORKS COMM WATER SERV 465 .41. SANITARY SEWER HOOK UP 135. 00 BUILDING PERMIT - COMMERCIAL 9694 . 05 PLUMBING PERMIT 57, 00 SEWER SYSTEM DELV CHARGE 1130.0. 00 STATE SURCHARGE 4. 50 PW WATER SYSTEM USE FEE 00. 00 TOTAL DUE 32955. 96 Please present this receipt to the cashier with full payment. PEP CITYAOFDPORTIANGELES1 : 58 : 20 t � PAYMENPROGDUE RAMINVOICE PZ821L -------- - ------- ----------------------------------------------------------- PROJECT NUMBER: 11-00000023 BINDING SITE IMPROVEMENT PLAN FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- BINDING SP - FINAL/MOD 1000 . 00 TOTAL DUE 1000 . 00 Please present this invoice to the cashier with full payment . PREPARED 7/11/11, 16 : 34 : 38 � G �-� ��� PAYMENTS DUE RECEIPT CITY OF PORT ANGELES PROGRAM BP820L -------- ----------------------------------------------------- - ------------- APPLICATION NUMBER: 11-00000694 2200 W 18TH ST 0 - FEE DESCRIPTION AMOUNT DUE P fir- -f- - ------------ RIGHT OF OF WAY 150 . 00 TOTAL DUE 150 . 00 Please present this receipt to the cashier with full payment . Linda Pangrle From: Sue Roberds Sent: Monday, July 11, 2011 5:19 PM To: Linda Pangrle Subject: Fees for ACTI Linda - can we talk about the fee breakdown for ACTT this morning, please. I assume we were NOT charged for review of the second building because it was a mirror - that's good - but the Port seems a bit surprised at the cost. Thanks, Sue rLA � o&tQA �- ►-nom r�-�e.. CoYU = Dare, P �:►`� -fes- s ., - «/r Linda Pangrle From: Linda Pangrle Sent: Monday, July 11, 2011 3:03 PM To: 'patd@portofpa.com'; 'Dave Hagiwara' Subject: FW: Port of PA permit fees for buildings#1  at the Composite Manufacturing Campus Attachments: Breakdown of the $40,000 committed to the Composite Campus.pdf; Payment due sheets for Buildings#1 .pdf From: Linda Pangrle On Behalf Of Linda Pangrle Sent: Monday, July 11, 20112:59 PM To: 'patd@portorpa.com' Subject: Port of PA permit fees for buildings #1 & #2 at the Composite Manufacturing Campus Hi Pat, Please see the attachments regarding permit fees for buildings#1  at the Composite Campus. We are getting close to being able to issue these permits. I thought you'd like to know the dollar amount due. The portion for the Port of PA to pay for building#1 is$6,340.77, and for building#2 it is$32,955.96. Please pay during these times: Mon—Thurs 8:30 am—4:00 pm or Fri 8:30 am—12:30 pm. If you pay by check, please make it payable to "City of Port Angeles". Becky Horton, in our finance department, stated that she will need to make a journal entry for the difference of $34,440.50 on the same day that you make your payment. Please tell our cashier about the needed journal entry, or she won't be able to process your payment. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360-417-4815 360-417-4711 fax Ipang rleCo)cityofpa.us i Description Program Application Number Total Due Comments Binding Site Improvement Plan PZ821L 11-00000023 $ 1,500.00 To be paid from 103 Street Vacation PZ821L 11-00000028 $ 325.00 To be paid from 103 Clearing&Grading Permit 11-0000014 $ 3,734.50 To be paid from 103 Total Issued to Date $ 5,559.50 Amount Committed to Composite Campus $40,000 Amount Remaining $34,440.50 Amount remaining will be applied to the following not yet issued permit Description 1program jApplication Number Total Due Composite Campus Building#1 IBP820L 11-00000427 1 40781.27 Paid from 103 $34,440.50 Owed from Port of Port Angeles $6,340.77 -7'q I) Linda Pangrie From: Nathan West Sent: Friday, July 08, 2011 11:14 AM To: Becky Horton Cc: Linda Pangrle; Sue Roberds; Roger Vess; Yvonne Ziomkowski Subject: RE: Port of Port Angeles Composite Campus Fees Attachments: Composite Campus-Receipts.pdf Sorry Becky, I forgot the other attachment. Here are the Composite Campus receipts that correspond to the previously emailed spreadsheet. Thanks Nathan From: Becky Horton Sent: Friday, July 08, 2011 11:03 AM To: Nathan West Cc: Linda Pangrle; Sue Roberds; Roger Vess; Yvonne Ziomkowski Subject: RE: Port of Port Angeles Composite Campus Fees Okay, Nathan, this actually does make sense to me.....miracle!! Anyway, when I get the paperwork, I will process the payments and give you copies for your records. Thanks so much for your help and sorry I was a little slow on the uptake this morning!!!! From: Nathan West Sent: Friday, July 08, 2011 10:36 AM To: Yvonne Ziomkowski; Becky Horton Cc: Linda Pangrle; Sue Roberds; Roger Vess Subject: Port of Port Angeles Composite Campus Fees Yvonne and Becky, I have tallied the permits issued to date and the Port has received 3 issued permits totaling$5,559.50. Based on the City Manager's letter to Jeff Robb Executive Director at the Port the City agreed to commit a total of$40,000 in permit fees to the Port in 2011. After the 3 issued permits only 34,440.50 of this commitment remains and I have advised Dave Hagiwara at the Port that this will be applied to the Composite Campus Building#1 permit. The attached spreadsheet should provide all necessary details. If not please let me know. Thanks Nathan Nathan A. West AICP Director Community& Economic Development Port Angeles, WA 360.417.4751 360.417.4645 1 Linda Pangrle From: Sue Roberds Sent: Thursday, June 09, 2011 3:40 PM To: Linda Pangrle Subject: FW: Waiver of Fees-Composite Campus For -bur info L.1uhl. Sue From: Nathan West Sent: Tuesday, February 22, 20113:52 PM To: Sue Roberds Subject: FW: Waiver of Fees-Composite Campus FYI, Though Kent did not specify, this includes any permit fee with a not to exceed amount of$50K. It includes electrical and clearing and grading. Nathan From: Kent Myers Sent: Tuesday, February 22, 20119:19 AM To: Yvonne Ziomkowski Cc: Nathan West; Glenn Cutler; William Bloor Subject: Waiver of Fees-Composite Campus Yvonne, I wanted to provide this documentation of the City's plans to waive building and development fees for the Composite Campus proposed,by the Port of Port Angeles. Section 3.70.900 in our Municipal Code provides that "under appropriate circumstances,fees may be waived subject to approval by the City Manager for certain economic development projects which create jobs or leverage private investment. The Composite Campus meets both requirements of this Section and is approved for this waiver. Please let me know if you need any further information in order to process this waiver. 1 May the county waive the filing charges for another governmental entity? - MRSC Featur... Page 1 of 1 . So municipal Research and Services Center of 'Washington Working Together For Excellence in Local Government Featured Inquiry (11/o9/09) Reviewed: 07/10 To search pogbrowse past MRSC inquiries, lease visit the MRSC lr kip P q , P In_quirie5 a e which contains a listing of the most recent Featured "rr -ane an ts +e Inquiries and older inquiries categorized-by subject: -- 01 bl"10 C ki MIS,3 Municipal Research and ` Question: May the county waive the filing charges for another governmental entity? AriSwer: In our opinion, the county cannot do this because of the restriction in RCW 43.09.210, which in relevant part states: All service rendered by, or,property transferred from, one department, public improvement, undertaking, institution, or public service industry to another, shall be paid for at its triw a A fuli value by the department, public improvement, undertaking, institution, or public service industry receiving the same;and no department, public improvement, undertaking, institution, or public service industry shall benefit in any financial manner whatever by an appropriation or fund made for the support of.another. This statutory language was discussed and interpreted in AGO 1997 No.' 5: From its context, RCW 43.09.210 might be read as affecting only transfers and transactions within a government (such as the transfer of a tractor from a city's street department to its park department). However, the Supreme Court decided, in State v. Grays Harbor County, 98 Wn.2d 606, 656 P.2d 1084 (1983), that this section also applies to transactions between two different governments. In the Grays Harbor County case, the Court found that, in the absence of some other statute providing otherwise, RCW 43.09.210 required the state to pay the same fees for filing documents with the county auditor that other parties were required to pay, because otherwise the county would, in effect, subsidize state government by providing 'free' services. Thus, RCW 43.09.210 provides a 'background' or 'default' rule that governments pay full value for transfers of property or services, except where the.Legislature has otherwise provided. That opinion later describes the "central purposes" of this statute as "making governments fully accountable for their property and assuring that the resources allocated by law to one government are. not used to subsidize the activities of a different government." httn://www-mrsc-rn a/a.ekmr�r,/fPatnrerlinn acnx?inn=1079 7/7/7(11 1 Page 1 of 1 • 7 ;RCW 43.09.210 -- Separate accounts for each fund or activity -- Exemption for Local government accounting . agency surplus personal property. Separate accounts shall be kept for every appropriation or fund of a taxing or legislative body showing date and manner of each payment made therefrom, the name, address, and vocation of each person, organization, corporation, or association to whom paid, and for what purpose paid. Separate accounts shall be kept for each department, public improvement, undertaking, institution, and public service industry under the jurisdiction of every taxing body. All service rendered by, or property transferred from, one department, public improvement, undertaking, institution, or public service industry to another, shall be paid for at its true and full value by the department,public improvement, undertaking, institution, or public service industry receiving the same, and no department, public improvement, undertaking, institution, or public service industry shall benefit in any financial manner whatever by an appropriation or fund made for the support of another. All unexpended balances of appropriations shall be transferred to the fund from which appropriated, whenever the account with an appropriation is closed. This section does not apply to agency surplus personal property handled under RCW 43.1.9.1919(5). [2000 c 183 §2; 1965 c 8 §43.09.2-10.Prior: 1909 c 76 § 3;RRS § 9953.] Linda Pan rle _ - --- From: Linda PangrleSent: Thursday, July 07, 2011 10A2 AM To: Sue Roberds Cc: Nathan West Subject: Questions regarding the $50,000 in fees waived for the composite manufacturing campus Hi Sue, On 06-09-11 you told me that$50,000 of fees will be waived by the City for the composite manufacturing campus, and that I should start with the clearing &grading permit. _ Here is what has been waived so far: $3,734.50 for the clearing& grading permit#11-114 2200W18 th St $6,730.5.6 plan check fee for Building 1, permit#11-427 2230W18 th St +0 $10,354.70 building permit fee for Building 1, permit#11-427 .2230 W 18th St $293.10 mechanical permit fee for Building 1, permit#11-427 2230 W 18th St $198.00 plumbing permit fee for Building 1, permit#11-427 2230 W 18th St $6,301.13 plan check fee for Building 2, permit#11-428 2220 W 18th St �i $9,694.05 building permit fee for Building 2, permit#11-428 2220 W 18th St $57.00 plumbing permit fee for Building 2, permit#11-428 (very minimal plumbing permit for Building 2, since it was approved as a shell building) (there is no mechanical permit yet for Building 2, since it was approved as a shell building) $37,363.04 Total waived so far $12,6.36.96 remaining to be waived Brian Anders told me that no electric fees will be attached to permits#11-427 -428 (for Buildings 1 & 2). .The remaining public works fees for permit#11-427 for Building 1 are listed below: $465.41 Public works comm water sery $135.00 Sanitary sewer hook up $11,300.00 Sewer system delv charge $11,300.00 PW water system use fee $23,200.41 Total public works fees - $12,636.96 to be waived $10,563.45 remaining public works fees to be paid by the Port of Port Angeles (after waiving $50,000 in fees) Will you be contacting Eric Walrath to ask him to have Roger amend the fees in HTE to waive $12,636.96 in public works fees? If not, how do you want the remaining$12,636.96 to be waived? Please approve permits#11-427 -428 in HTE as soon as possible. Thanks; Linda 1 PREPARED, 6/09/11, 13 : 36 : 51 PAYMENTS DUE RECEIPT CITY OF PORT ANGELES PROGRAM BP820L • -------- ------------------------------------------------------------------- APPLICATION NUMBER: 11-00000427 2230 W 18TH ST • FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- PLAN CHECK FEES 6730 . 56Waivej BUILDING PERMIT - COMMERCIAL 10354 . 70WOdYed MECHANICAL PERMIT 293 . 10 W0AV24 r� PLUMBING PERMIT 198 . 00 W Qi dek J PUBLIC WORKS COMM WATER SERV 465 . 41 SANITARY SEWER HOOK UP 135 . 00 \ SEWER SYSTEM DELV CHARGE 11300 . 00 COO,\ ®� ,n to STATE SURCHARGE 4 . 50 PW WATER SYSTEM USE FEE 11300 . 00 SC)- u� TOTAL DUE 40781 . 27 �(� �� � vs Per 6ri �m�e.+rs 6-9-1I co `(kem acre no elec+v`c_ Please present this receipt to the cashier with full payment . \ l� r V .)s A k r ` ` tirOF \/y\ PROPERTY LINES PER BINDING SITE PLAN yy 549, I I FUTURE BLDG. #3 25,000 S.F. 4, 57 V6 k- J:w BUILDING #2 y/ METAL INDUSTRIAL BLDG. 25,000 S.F. N _ LOT 31 250 57'* 250 BUILDING #1 METAL INDUSTRIAL BLDG. 25,000 S.F. LOT 28 5.2' 00 �. / 1 4. J 4 Scale: 1 " = 100' 0 100' 200' 300' SCALE: TITLE: SITE PLAN FOR ACTT EXPANSION (PARCEL # 06-30-00-111900) SHEET 1" = 100, DATE: SITE PLAN 5/3/2011 JOB NO: 11039 CLIENT: C & 301 EAST 6TH ST. SUITE i ENOVI PORT OF PORT ANGELES PORT ANGELES, WA 98362 FILE: P.O. BOX 1,350 ASSOCIATES PHONE: (360) 417-0501 FAX: (3 417-051410141-SITE PORT ANGELES, WA 98362 OF INCORPORATED EMAIL: ZENENOVICOZENOVIC.NET Linda Pangrie From: Tim Goodman [tim@carlettiarchitects.com] Sent: Wednesday, May 04, 2011 8:32 AM To: Linda Pangrle Cc: Dave Hagiwara; 'Chris Hartman' Subject: Port Of PA Composite Campus site Attachments: 11-408 SITE PLAN 5-4-11.pdf Linda.- This inda:This is the Site plan of the proposed building Number 1. 1 tried to keep this as large as possible and fit on 8 ''/z" x 11 sheet. I added dimensions at the southern proposed future equipment. The equipment shown may or may not be the, exact units but they are close and have been provided by the tenant. This equipment install will have to be on a separate submittal in the future. As far as we know the Tenant has not purchased or does not have plans currently to install this equipment. If you need anything further to clarify this plan submittal please don't hesitate to contact me. Thank you Tim Goodman Project Manager CARL ARCHITECTS P.S. 6rRCHTTEC"IURE,MERIN DESIGN,&PLANNING www.carl ettiarchitects.com Ph:.360-424-0394 ext.102 i LINE OF ILD - I BU / NG #2 ROOF a- ' € e E _.m m...... -m ® -m o........_. - o ® m s : i LINE OF BUILDING #1 ROOF 07777=. m ; F m , 7 71a FUTURE EQUIPMENT FOR TENANT ELECTRICAL TRANSFORMER PAD 16'`0X 14'-0' TY11. °o . o ELECTRICAL CABINET. o cyjo `r) FUTURE EQUIPMENT UNDER C TENANT ARLETTI ARCHITECTS P.S. .&PIN r 116 EAST FIR STREET EXISTING ACCESS ROADWAY Mount Vernon. WA 98273 BUILDING ONE PORT OF PORT ANGELES COMPOSITE MANUFACTURING CAMPUS �® Phone: (3601 424-0394 MAY 4, 2011 SEE SHEET A-1.0 FOR ADDITIONAL NOTES Fax: (360) 424-5726 SCALE 1'=40'-0' f I t � r ..,� Y �\ t Et�� y °i ��° t 4 S To-'��y bi• 'S.f Ai ti�.♦ A�' " ate` F. ------------ s I + f , r s ; • ♦ r ; r ' t x,. + a x= 4 i 2l �t ra, k S { � f .�r 3 weart� PROJECT TEAM PROJECT nr , y OWNER PROPERTY INFORMA. t ra. PORT OF PORT ANGELES DEVELOPMENT IN THE AIRPORT INDUS P.O. BOX 1350 PROPERTY ADDRESS NO ADDRESS,CU PORT ANGELES, WA 88362 2130 W 18THT' 3t PORT ANGELES; FAX: (360)-40)-4 52-3858 `a2 PHONE: 417-3422 BUILDING CODE 2008 IBC/2008; EMAIL: daveheportofpc.com ENERGY CODE 2008 WASHI'NG; CONTACT: DAVE HAGIWARA ' FIRE SPRINKLERS YES ARCHITECT FIRE ALARM TAMPER/ FLO ' CARLETTI ARCHITECTS. P.S. MINIMUM I +` 1404 COLLEGE WAY. SUITE 103 ZONING IL - INDUSTRIA +' F:'. MOUNT VERNON. WA. 88273 F+"r•,< UTILITIES: SANITARYaSEW a4c,' PHONE: 13601 424-0384 TELEPHONEp its FAX: 1360) 424-5726 CABLE TEL"EVIS ..- EMAIL: timecarletticrchitecta.com —*1" tt `! CONTACT: TIM GOODMAN PARCEL NO.: 06-30-0011190 CIVIL ENGINEER x _ ZENOVIC AND ASSOCIATES + 301 EAST 6TH ST. SUITE 1 x3 I� PORT ANGELES. WA 88362 ENERGY CO PHONE: 1360) 417-0501 f FAX: (360)-417-0514 EMAIL: ZENOVICOZENOVIC.NET , BUILDING ENVELOPE rex CONTACT: STEVE ZENOVIC w� x F 1. SLAB INSULATION. IF ANY SHALLOD STRUCTURAL ENGINEER AND. IF EXPOSED. SHALL BE PROTE SOURCES. DCI ENGINEERS a 2. ALL INSULATION SHALL BE OF TH 818 STEWART STREET. SUITE 1000 PRESCRIBED IN THE PLANS.,INSULA SEATTLE.'WASHINGTON 88101 ACCORDING TO THE MANUFACTURER PHONE: 1206) 787-8855 3. DOORS AND GLAZING SHALL BE-.'DE •rix,;,,�• EMAIL: tbeanedci-engineera.com. PRESCRIBED IN THE PLAN. U-VALUES CONTACT: TROY BEAN THOSE SHOWN ON THE PLAN - " re 4. AIR LEAKAGE 15 CONTROLLEDgBY 1i rs AND GAPS IN FRAMING. SEALANTS' :.i-•. ;h TYPE. 1 MECHANICAL ENGINEER a k 5. WALL. CEILING AND SLAB INSULATI ,• 1' RICE GROUP INC. OUT ON THE APPROVED PLANSTA"' 20201 CEDAR VALLEY RD. STE 120 REGARDING DENSITIES AND.R.VALU LYNWOOD, WA. 88036 BARRIER SHALL BE INSTALLED 0M PHONE: 1425) 774-3828 WALLS. IT SHALL BE CONTINUOUS fid= FAX: (425) 672-2048 6. FRAMING ASSEMBLIES SHALL i BE,rS ` z EMAIL: rhintonericegroup.com PLANS. CONTACT: RANDY HINTON ELECTRICAL ENGINEER � . KEN KOK �ttr 208 3RD STREET ,F, LYNDEN. WA. 88264 x PHONE: (360) 354-4757 GP4- z FAX: 1360) 354-6784 EMAIL: kenkek-engineera.com CONTACT: KEN KOK OF a owN LAGOON iQ fin, of W th St W W 5th t H01 S #� nth St� �. W. St F Ynew r AAIILTON C � W 1Seabr._ o o d^�on FIE K. I � oa y D rn` 39PV lot St HisSt 14th ?4 W. 18th St 16th St W. 15th SftM� r s � CA COOUNTUNT Y W 71h t U A PORTFAIRGROUNDS W. S y` 8th LINCOLN W. tib ll PARK IgM'St.'s 4 r + J Lauridsen BIW pdiow Rd 'ce 1516 c c o fix+ h E 9ew0od o m B T Linda Pangrle From: Linda Pangrle Sent: Monday, July 11, 2011 3:30 PM To: 'patd@portofpa.com' Subject: Question about the Composite Campus Hi Pat, Do you know who will be the contractor for the Composite Campus? On the building permit application it states "TBD" (to be determined). Will you be picking a contractor before obtaining the permits? I'd like to know the contractor's business name, address, phone number, and Labor& Industry permit number, so I can update the application and print it on the permit when I issue it. Please update me. Thanks, Linda Pangrle --7I 12,11( PO " Permit Technician City of Port Angeles �} 321 E. 5th St. � j y Port Angeles, WA 98362Q/� 360-417-4815 360-417-4711 fax c t^ 1pangrle(@,cityofpa.us —7zJ i i 54�,Q- R �c `�' ri Linda Pangrle From: Linda Pangrle Sent: Friday, July 08, 2011 11:03 AM To: 'Tim Goodman' Subject: Question about the Port Angeles Composite Manufacturing Campus Hi Tim, Do you know who the contractor will be for Buildings#1  for the Port or Port Angeles project? Please let me know the contractor's business name, address, phone number, and labor& industry permit number. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360-417-4815 360-417-4711 fax Ipanqrle aCD.cityofpa.us i Gene H. Unger , Engineering, Inc. 29 June, 2011, Civil,• Structural • Mandgement. .1401 West 7th Street Mr. Jim Lle'rl y.' •Port Angeles,'sWashington 98363, .- ` Building".Inspector " . t Offzce 060)`4522098 City -f PortAngeles_Departmentof.Comm_unity Development : Fax (360)'4172098 321. E Fifth'St. Port Angeles; wA-98362 E=mail:ungerf @msn com, Subject: Composite"ManufacturingBullding Port of Port Angeles Plan Revievv updates' Dear, Mr: Li rly: t Lhave reviewed the letters from:Tire Goodman of Carletti`Archite'ds`and Katrina Reed of: D.CI'Engineers: This:relates to,the Port'of-PA Composite Manufacturing Buildings. find their:response very appropriate and would.recommend'approval of the permit with the condition that the structural and-foundation:be updated-with the actual'building reactions afteraward.and before foundation construction: `That portion of the per`mit'wlll have"deIayed;submitta1 along with dell ayed,opproval::,. Thank you for using Gene: Unger Engineering,LLC"on this project.T I am pleased to'be of service to the,'Cit y'of Port Angeles Sincerely, Gene H:-Unger, PE:. . t4 oNAL ' E CE I'VE D Ju 0,1 2011 CITY OF PORT ANGELES BUILDING DIVISION .110001_2' ; PROFESSIONAL SERVICES AGREEMENT GENE UNGER ENGINEERING, LLC. This agreement is entered into between the City of Port Angeles, a non-charter code city of the State of Washington, (hereinafter called the"City"),and Gene Unger Engineering,LLC having offices for transaction of business at 1401 West 7`h Street, PortAngeles, WA 98361, (hereinafter called the "Contractor"). ,�* 1 WHEREAS, the City requires professional structural building plan review services o be performed for Port of Port Angeles Composite Campus building proposed at 2220 and 2230 West 181h Street, Port Angeles. WHEREAS, the Contractor is a professional engineer and is qualified to perforin building structural plan review in the State of Washington; and WHEREAS, the Contractor represents that he has the background, experience, and ability to perfonn the required work in accordance with the standards of the profession; NOW, THEREFORE, in consideration of the above representations and the terns, conditions, and agreements set forth below, the parties hereto agree as follows: 1. Scope of work. The Contractor, a professional engineer, or other employee so qualified, will perform the following services for the City: a. Complete a structural plan review for the Port of Port Angeles Composite Campus building proposed at 2220 and 2230 West 18`h Street, Port Angeles. b. Conduct plan review in two phases: (1)the first review will note any deficiencies; (2)the second review will determine if deficiencies have been revised and corrected. C. Additional reviews as directed by the City. d. Provide the structural assessment to the City in a format consistent with other professional reports of a similar nature. e. Maintain written documentation of all plan review services 2. Tenn. This agreement shall commence on and shall continue until the structural review of the building plans is completed. - 1 - 3. Compensation. a. The contractor's compensation for commercial plan review will be at the rate of$95.00 per hour. b. The Contractor shall submit invoices to the City within 30 days. Invoices shall detail the work, hours, and employee name. d. The City shall review the invoices and make payment within 30 days of receipt. 4. Relationship of parties. The parties understand and agree that the Contractor is skilled in matters pertaining to building plan review services and will perform independent functions and responsibilities in the area of this particular field of expertise. The Contractor shall act as an independent contractor and not an employee of the City. As such, the Contractor shall have no authority to bind the City or control employees of the City. Within the perfonnance of these duties,the Contractor shall work under the direction of the City's Community Development Director. 5. Compliance with legal requirements. The Contractor shall possess any regulatory or other license required to perform the services provided under this agreement and shall comply with all applicable federal, state, and local laws. 6. Indemnification/hold harmless. The Contractor shall defend, indemnify and hold harmless the City, and its respective officers, officials, employees, deputies, and agents from and against any and all claims, actions, suits, liability, loss, expenses, damages and judgments of any nature whatsoever, including costs and attorneys fees in the defense thereof, for injury, sickness, disability or death to persons or damage to property or business, caused by or arising out of Contractor's and its respective employees, agents, volunteers, and/or subcontractors, acts, errors or omissions in providing services under the terns of the Contract. Provided, however, that the Contractor's obligation hereunder shall not extend to injury, sickness, death or damage caused by or arising out of the sole negligence of the CITY, its officers, officials, employees, deputies, and/or agents. Provided further, that in the event of concurrent negligence of both parties, the Contractor's obligations hereunder shall apply only to the percentage of fault attributable to the Contractor, its employees, agents, volunteers, and/or subcontractors. The Contractor's obligations hereunder shall include, but are not limited to, investigating, adjusting, and defending any and all claims alleging loss from action, error or omission or breach of any common law, statutory or other delegated duty by the Contractor, the Contractor's employees, agents, or subcontractors. - 2- 7. Insurance. The Contractor shall procure and maintain for the duration of this agreement, insurance against claims for injuries-to persons-or damage to property, which may arise from or in connection with the performance of the work hereunder by the Contractor and its employees. The Contractor shall provide a Certificate of Insurance evidencing: a. Automobile liability insurance with limits no less than$1,000,000 combined single limit per accident for bodily injury and property damage. b. Workers compensation coverage as required by the industrial insurance laws of the State of Washington. C. Professional liability insurance with limits no less than$1,000,000 per occurrence. Any payment of deductible or self-insured retention shall be the sole responsibility of the Contractor. The Contractor's insurance shall be primary insurance with respect to the City, and the City shall be given 30 days prior written notice of any cancellation, suspension, or material change in coverage. 8. Non-discrimination. During the performance of this agreement, the parties shall conduct their business in a manner which assures fair, equal, and nondiscriminatory treatment of all persons,without respect to race, creed, color, sex,Vietnam era veteran status, disabled veteran condition,physical or mental handicap, or national origin, and, in particular: a. The parties will maintain open hiring and employment practices and will welcome applications for employment in all positions from qualified individuals who are members of the above stated minorities. b. The parties will comply strictly with all requirements of applicable federal, state, or local laws or regulations issued pursuant thereto,relating to the establishment of nondiscriminatory requirements in hiring and employment practices and assuring the service of all patrons and - customers without discrimination with respect to the above-stated minority status. 9. Assignability. The Contractor shall not assign or transfer any interest in or responsibility under this agreement without the prior written consent of the City. - 3 - 10. Amendments. The parties hereby agree that this agreement shall not be amended or modified without the written concurrence of both parties. 11. Applicable.law. This agreement shall be construed and interpreted in accordance with the laws of the State of Washington, and in the event of dispute the venue of any action brought hereunder shall be Clallam County. IN WITNESS WHEREOF, the parties hereto have executed this agreement the date and year indicated below. / DATE: /`"l Pt 2011. DATE: 6 /�f , 2011 CITY OF PORT.ANGELES GENE UNGER ENGINEERING, LLC By: By: City Manager President Attest: By: J ssa Hurd, CityClerk Approved s to form: t By: William E. Bloor, City Attorney G:\LEGAL\a AGREEMENTS&CONTRACTS\2011 Agrmts&Contracts\UngerPSA.05.16.11.wpd May 16,2011 -4 - Gene Unger Engineering, LLC. Invoice 1401 W. 7th Street Port Angeles, WA 98363 Date Invoice# 8/22/2011 2011043 Bill To PA-Port-Composits; 11023 Description Amount 18 August.Review drawings&submittals,determine reactions,check footing. 560.50 19 Aug.checking footings 104.50 22 Aug.Continued analysis of Composite Bldg. submittals 342.00 Thank you for your business. Total $1,007.00 e n e H. Unger v&-EK Engineering, Inc. 6 June, 2011' civil".®' Structural ••-Management 1401 West 7th.Street Mr.:,11m Llerly _ `PortAngele'i, Washington*98363, Building-Inspector " O} ce (360) 4522098 ;City of Port.Angeles.Department of Community Development t) 7 321 E_Fifth.St PortAngeles, WA 98362 .tj e UwC Subject: Composite`Manufacturing Buildings Port of.Port Angeles ; �U� .62U11". f CITY OF PORT ANGEL"ES Dear Mr...Li' rly. Dept:of Community,Development ` Fiarleaged plan p ,find poi -m���i6e for-tho t�+rk• �a crn'far !erg nla_n, rhQ�kinrr flit J. the-Composite Manufacturing Butldmgs of-the Port of Port'Angeles: .I expectthat you,' are proceeding with the'building:permitfor.this-facility ; Thank"you for,using .Gene Unger Engineering LLC on this project. - Si'rtcerely, 0�JER Gene,'K. Unger, PE .Inc: Invoice i .11023B1 1 Gene Unger Engineering, LLC. Invoice 1401 W. 7th Street Date Invoice#_ Port Angeles, WA 98363 5/31/2011 2011027 Bill To PA-Port-Composits; 11023 � UN _ J LC D 6 2011 Crry of PORr Dept,of CommUNGE 111t Y Develop Ment Description Amount May 19 Review plans for city 171.00 May 20,Review plans for city 294.50 May 23 review plans,analysis of lateral,EQ,uplift,drainage,and frames. 437.00 May 24 Letter to city Bldg. 171.00 C Thank you for your business. Total $1,073.50 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 11-00001453 Date 1/30/12 Application pin number . . . 175596 Property Address . . . . . . 2230 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . (Location Code 0502) Property Zoning . . . . . . . INDUSTRIAL LIGHT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 7 thermostats Owner Contractor ------------------------ ------------------------ PORT OF PORT ANGELES JIM'S REFRIGERATION 1 PO BOX 1350 PO BOX 3130 PORT ANGELES WA 983620251 PORT ANGELES WA 98362 (� 1 (360) 457-7563 �1 -------- -------- --------------------------------------------- r _ I Permit . . . . . . ELECTRICAL NEW COMMERICAL Vv Additional desc . . ADDITIONAL T-STAT $5.00 ^ Permit Fee . . . . 86.00 Plan Check Fee .00 Issue Date . . . . 12/29/11 Valuation . . . . 0 Expiration Date 6/26/12 Qty Unit Charge Per , Extension BASE FEE 30.00 1.00 56.0000 ECH EL-LVT-THERMOSTAT 56.00 - 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 (Y� V . �I INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-lN FINAL 1 I COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X _Date: G:AEXCHANGE\BUILDING E 0 CITY OF PORT ANGELES PERMIT APPLICATION �� 2 ZQ1� � S Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150 /Port Angeles Washington, 98362 ELECTRICAL Ph: (360)417-473 Fax: (360)417-4711 INSPECTIONS Date: ^ �� �( Multi-Family or Commercial* _Commercial Addition 1 Alteration/Remodel I Repair* 1 &2 Single Family Dwelling * Plan Review May3e Requird, P�a�Complete Electrical Plan Review Information Sheet Job Address: LL Building Square Footage: Description of above formation Contra for Information Owner Name: t+-•-- $'e"l e� Name: ?/I Mailing ddress: U G' Mailing Address: �� C� City: ►-�' da State:�.6-i—Zip: City: 'Stated Zip: Phone: d Fax: J Phone. Fax: License#/Exp. License#/Exp. Unit Charge Q Total (QtV Multiplied by Unit Charge) Item Service/Feeder 200 Amp. $119.90$145.50'149.90 $ 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/O Service Feeder $ 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp.Service/Feeder 200 Amp. $ 92.70 $ Temp.Service/Feeder 201-400 Amp. $110.30 $ Temp.Service/Feeder 401-600 Amp. $148.70 Temp.Service/Feeder 601-1000 Amp . $167.90 $ Portal to Portal Hourly $ 95.90 $ Sign/Outline Lighting $ 88.20 S 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 $ 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 56.00 —� Thermostat NEW CONSTRUCTION ONLY: $ . First-1300 Square Ft. $110.30 $ Each Additional 500 Square Ft.or Portion of $ 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub $110.30 2C, 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. tor. I After reading the above statement, I hereby certify that I am the owner of theabove Cpaptert19.28,liWACe deader al cont8cThe I am of Port making the electrical installation or alteration in compliance with the electrical laws, N E C Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,electrical contractor or electrical administrator: ❑ Cash ❑ Check /❑ Credit Card# '0110112010 x Dated: ELECTRICAL PERMIT ` CITY OF PORT ANGELES y 360-417-4735 -4; Application Number . . . . . 11-00001430 Date 12%22/11 Application pin number . . . 704370 Property Address . . . . . . 2230 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- onour excise tax form Application type description ELECTRICAL ONLY y Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . Property Zoning . . . . INDUSTRIAL LIGHT (Location Code 0502) Application valuation . . . . 0 Application desc Fire alarm ---------------------------------------------------------------------------- Owner Contractor ` PORT OF PORT ANGELES HI TECH SECURITY INC PO BOX 1350 723 E FRONT ST PORT ANGELES WA 983620251 PORT ANGELES WA 98362 \\ 1 -------------------------------------------(360) 452=2727---`IPJZSb�J----- Il V Permit . . . . . . ELECTRICAL NEW COMMERICAL Additional desc . Permit Fee . . . . 95.50 Plan Check Fee .00 Issue Date . . . . 12/22/11 valuation 0 Expiration Date 6/19/12 Qty Unit Charge Per Extension 1.00 95.5000 ECH EL-ADDNT LIMITED 1500 SQ FT 95.50 --------------------------- ---------------------------- ------ Fee summary 'Charged Paid Credited Due Permit Fee Total 95.50 95.50 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.50 95.50 .00 .00 �.o INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN FINAL Z Z COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING A P I Iry 21 2011 ELECTRICAL C� INSPECTIONS p1 Puel'ali C iTY OF PORT ANCELES PERNUT APPLICATION buiLdina Divisiuto'Eiecicicul IuspLYlidus 921 Eiu Fifth Stunct-P.O.Box 1150/Port Angeles Washington,9W62 Ph: (360)417-4735 Fus:(360)417-4711 Gate 121-I I I _1 5 2 Single Fainly Dwelling �rMulb-Familya'Cotnmtmial' _Commefcial Addition/Alterati xi/Remodei/Repair' Plan Review May Bo Requirael,Please Complate Electi'cal Plan Raview Infortnadon Sheet �.:::r ai:cc,e YA.��L ^TfLLM tN A�'1UV - �vh Ji l4rc (Z l art Y'^ Owner nformation �� eOr„���,St� Contractor Information ne �t7RT oP PORT A.r(,6(>°$ -N VO �- Name.xi Tech security, Inc. a:; R� tdakr A•1Less 723 seat Front St. Cat, Port Angeles Sem WA Zq) 6 Z city. PortAngelesStale WA ' 98362 417- 3,43 Ph. ph ne .452-2727 F;[ 452-8560 t.icen-sa el Exp__ _ Lidice 6/Exp. BY3 C°P5955B3 ham Unit Charna Qt( Total(Qty MulUolied by Unit Charnel Sasrrico/F4,ader200Amp. S 119.90 S SenicaiFeader 201-400 Amp. 3 145.50 S SarvicarFaader 401•fiD0 Amp $204.60 $ ServictiFeed r 601-1000 Amp, $762.20 $ ServiceiFaedtr rnau 1000 Amp. $372.50 $ Branch Clrctiit W/Strom Feeder i 2.60 S 3ranch Circtri[WA)Sxvica Feeder $ 73.50S- Each Addroaul Branch Circuit S 2.60 S _ ramp.Se wcef Feeder 200 Amp. S 92.70 S Temp.ServKdFeeda 201.400 AW. $110.f0 5 Teump.Sav1cWFaed6r 401-600 Amp. $148.70 $_ Tdttp.SavicafFesdar601-1000 Amp. $167.90 S Portal to Portal Homy S 95.90 S 3igniOuains Lighting $ 88'_0 S Signal Crcull United Energy[First 1500 of-Comrnemiel $ 95.80 l So f) Nom: S5.001ar each addiacnd 1500 si Sinal Cirudtl Lmrilsd Energy-1 d 2 Family Owe" $ 63.90 S_ Signal CirMti Urnited EneW-Wili-FmWy Dwaiiry $ 63.90 S Menutacuad llama Connemon $119.90 5 rtenanmle,eecairM Enwjy-5KVA System or LEE $10730 S Tnarmosm $ 58.00 S NEW CONSTRUCTION ONLY: Fnt 1300 Square FL $110.30 S Each Ait"ona15W Square FL of portion of $ 35.20 S _ Earn OumWding or Doisch d Gouge $ 73.50 Ea:n Sromming Pod or Het Tub $110.30 S $ 9s-• otal Owner as defined by RCW.19.28.261:(1)Owner will occupy the structure for 4vo years after this electrical permit is finalized.(2)Owner is required to We an electrical contractor it above said property is for sale,fens or lease.Permit expires after six months of last inspection. After reading the above statement,I hereby certify that I am(he owner of the above named property or a licensed electrical contractor.I am making the electrical installation or alteration 41 compliance with the electrical laws,N.E.C.,RCW.Chapter 19.28,WAC.Chapter 296416B,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Penrod Applications. Signature of owner,electrical contractor or electrical administrator. O cad ❑ chuck 1 C11 Crwlt call d1_..---� Doted: IZ 2r I I t 9rp1110f0 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 11-00001004 Date 9/14/11 Application pin number 345736 REPORT SALES TAX n Property Address . . . . . . 2230 w 18TH ST Ort our excise tax form ASSESSOR PARCEL NUMBER: 06-30-00-1-1-1900-1000- y Application type description ELECTRICAL ONLY to the City of Port Angeles (\ Subdivision Name . . . . . . �f Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . INDUSTRIAL LIGHT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SHAMP/ PORT INDUSTRIAL BUILDING ---------------------------------------------------------------------------- Owner Contractor PORT OF PORT ANGELES SHAMP ELECTRICAL CONTRACTING PO BOX 1350 PO BOX 383 PORT ANGELES WA 983620251 PORT ANGELES WA 98362 /pQ ------------------------------------------- (360) 452=1689 "��PO / Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . SHAMP/ PORT INDUSTRIALBUILDING Permit pin number . 192559 Permit Fee . . . . 1023.00 Plan Check Fee .00 w` Issue Date . . . . 9/14/11 Valuation . . . . 0 \Iv Expiration Date 3/12/12 Qty Unit Charge Per Extension /1 BASE FEE 75.00 \�J� 1.00 372.5000 ECH EL-OVER 1000 SRV FEEDER 372.50 1.00 95.9000 ECH EL-LIMITED 1ST 1500 SQ FT 95.90 4.00 119.9000 ECH EL-0-200 SRV FEEDER 479.60 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1023.00 1023.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 1023.00 1023.00 00 .00 e� V INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE lot ROUGH-IN FINAL - Z COMMENTS: 1�Ah1 LL S � PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X i Date: G:\EXCFIANGE\I3UILDING ,iizax FpORTg4, ELECTRICAL INSPECTION �N WIRING REPORT RKS 417-4735 DATE PERMIT# INSPECTOR 1z z )) CzH 7W OWNER/CONTRACTOR At4 G ri(,o-'�:' C1�W.�• �'z ? h rrif—C-1-4 ADDRESS 25 C) s APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: �1 L l/-Lt— L�y r, Ifs �r (pf4A? 0 / 1aj\'IL LJ l ell: . Look -A-p ��IZ E-.i T S NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 oFQORTaH ELECTRICAL INSPECTION G ui `cin WIRING REPORT RKS �\y�� 417-4735 DATE PERMIT# INSPECTOR 1-7-I102i 1 11—���} O W N E R/CONTRACTOR $1L'�i21 C_ ADDRESS '-Z l APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: M i�'9�AL Q.,pre—cy)py ror7-- 6ab0:11121t4 6okIDUL'rD95 � hIALL 1gIF La1LTe1C7�t1\.`� G07.) W00Q-5, - ( 903 -ltllb4l. F 54AI1b5 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 . OF VORT4N,' ELECTRICAL INSPECTION WIRING REPORT U N ' h FR?KS& 417-4735 DATE PERMIT# INSPECTOR OWNER/CONTRACTOR ADDRESS 2s3 o ,, ) APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ glen-T?�k L!. . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: J -10)`rb Y7L c-,-o5�� a Irl bN7 I,J NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 OFpOR7gN ELECTRICAL INSPECTION WIRING REPORT 417-4735 c�ORKS ---J-7 DATE PERMIT# INSPECTOR OW ER/CONTRACTOR ADDRESS .22 1 s APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 °Fp°RrgN ELECTRICAL INSPECTION c �- WIRING REPORT RKSS 417-4735 CO &J DATE PERMIT# INSPECTQR OWNER/CONTRACTOR ADDRESS 2230 APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . 1p ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ r CO MRECTIONS NEEDED: rj- CC-0,--I VRT2-y Gz�7,-j]�)o I,•T 'I-., tip u-T,u-rLr tzmAot m4s--p c t 2C-U CC Y 1�� v Y'L-sfoe NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 0/9/112/2011 14:02 FAX Z001/001 iza( i•r CITY OF PORT ANGELES PERMIT APPLICATION Q) 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. -� 1USin �c-Fa�,miily Dwelling Multi-Famil cr Commercial* —Commercial Addition/Alteratio5 -Remod II/Repair- ELECTRICAL Plan Review Ma Be Re uired, Plea a m tete a trical PI�1 Rev, w I for tion She t 4 rg VVh_ qI CTIONS ,lob Address 70 �— Building Square Foulage DeSCription 01 above. Owner I rm tion Contract r Information Name UYAVW e, _ Name. +Y1 e, Ad r s Mai6n Add s• Cry State: Zip• aty Stale:NIY Zip, Phon : Fax Phon : - �� (ax; LlCense#I ExpLicense A/Exp. item Unit Charg 7ptal Q WPI'I' Unit Char-e) Service/Feede(2,00 Amp $119.90 $ Service/Feeder 201-400 Amp 145.50 $ Service/Feeder 4C1-600 Amp $204.60 $ Service/Feeder 601.1000 Amp $262.20 $ ServlcelFeeder over 1000 Amp. $372 50 S Branch Circuli WI Service Feeder $ 2.60 S Branch Circuil''N/0 Service Feeder S 73.50 $ Each Additional Branch Circus S 260 $ Temp Service Feeder 200 Amp $ 9270 $ -Temp.Service!Feeder 201-400 Amp `$110 30 $ Temp.Service/Feeder 401-600 Amp $14870 $ Temp Service/Feeder 601.1000 Amp. $167 90 $ Portal io Poral Hourly 5 9590 Sign/OuDme Lighting $ 88 20 S. -` Sgnal Ciroud/..united Energy/Firs[1500 sf-Co erclai $ 95.90 fZ� J� 0 $��n Note- $5.00 for each addiiional 1500 SP i �. Signal Circuit)L,mned Energy-1&2 Family Dwelling S 63.90 $—_ Signal Circuit/Limited Energy-Muhi-Family Dwelling $ 63.90 S Manufactured Home Con nectior $'119.90 . $ _ Renewable Electrical Energy-5KVA System or Less S.10230 S Thermostat S 55.00 $ NEW CONSTRUCTION ONLY: First 1300 Square FI $110.30 $ Each Additional 500 Square Ft.or Portion of $ 3520 $ Each Ouiouilding or Detached Garaoe $ 73.50 $ Each Swimming Pool.or Ho Tub S 110.30 $ . ��Da .� ISU -eec�C� �0?3 '` Owner as defined ty RCW 19.28 261 (1)Owher 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 19.26,WAC Chapter 296-468,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05 050 regarding Electrical:l?eimit;Applications. Signator of owner,elect r contractor iectricai administrator ^_- X ` Dotoii-� y� a ..-may!' i h}�s q ak 9� e, sx '�°''s `� °Kim NA ONw Vrdq.�j ..� •, i ate, ��'-� � .. ,`t .Y t � k � �� •y" "b-*fit*�'"�`n�` t '�Wiz*�' t^ �4 "'!. rs{w"' `" � �.,. *< 4 �'� ... .+. .. � �. 4-, ����.3y. ����+'f�q�i"`•f�.,�t��'��,'� `f ,wtt' s"ka^"��n .r'� 'r ,i= az"�;��..z� 1�����'�`", "� S*��0.e:< ,.: i# x. 'w.a� x'� y �'' �'' r+r• °k +' �7 i r- R.S.. .. � P' -*F xg. �d �.*.�4 ..§ y � A ,„:� d �'�.z aosx' w L'�`L�e ,a a4''Y. 1 S .g• tAiy '• ." Sr y a "xa+'+*'"lY e z �.:s, 1 ^y .; Y tea, ..-{�" t i'k .:, p}. Z'k`�t n f�Ta k'.�y lsa v'F'*s`°���ge�� � •ia'Y+..EA ..� �'�. d' ,,�� o_rrs�y+, � � e ., rF t , o } .� ,� Baa � u °$ ;» 3 ,.�• � , j M 0FpOR74�yCF ELECTRICAL INSPECTION V `FN WIRING REPORT 417-4735 RKS�v DATE / PERMIT# INSPECTOR OWNVRJCONTfqACTOR ADDRESS APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ 1 CORRECTIONS NEEDED: ;c5a�-J�� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 !' A�& oFPORTaN ELECTRICAL INSPECTION 1p WIRING REPORT RKS& 417-4735 DAT E PERMIT# IN SPE TOR OVAER/CQATRACTOR ADDRESS APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑. . . . . . . . . ... . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED:® NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 P . 01 /01 TRANSACTION REPORT 2011 /DEC/ 15/THU 13 : 27 FAX ( TX ) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE O1 DEC/15 13:26 94521689 0: 00: 40 2 1 OK SG3 7446 I i f,- N,!G, ,,,,E L" S . ..,` WASH .INGTON, U: S. A. FAX TRANSMITTAL . Department of Pu:bfic 1Norfcs/Ufiifities �-: 321 EastFifth Str.:eet,-Port>Angefes, Washington Phone:P.60).-41.7-4-735 FAX: (360) 417-4711 TO: FRO COMPANY: QiTT.E -.� W JQ FAX#' 'P.UbtIc7Norlre1E.Utifitiae Department I NUMBER OF PAGES INCLUDING COVER: Alam Oman •Senior,Electhcal.lnspecter/.Traffic'Signal Technician )Ptaone::360=4'1 7-'47,35'.,: aornanQ�itynipa;us VYebslts ;iroxvw� +iifpayus Fax: 3fD-47?-+3i:17. �2a.FeatyEfth,Street� O:Bbc7150'.` -P it gel'ee,VA,.983b�=021:.' W pa z dO 0a i z Wo z Lu cc t2 Lu 0 o z a Z c = o v Q i Q � � p = w fi Q W !— a oc CD CDW U 0 ul W Z Uuj CG a W ®o o u a • 0T� E ,Et ..... ....... W A S H .1 N G T 'O N, U. S. A. FAX TRANSMITTAL Department of Public Works/Utilities 321 East Fifth Street,~Port-Angeles, Washington Phone: (360) 4:1:7=4735 FAX: (360) 417-4711 TO: FROM COMPANY: OR �NGRLES W:A-:S-H I N G Ti.O.N;..',U:S.A. FAX#: J � - `� Public Works&'Utilities Department NUMBER OF PAGES INCLUDING ` Alan Oman COVER: : SeniorElectrical-inspector LTraffic'Signal Technician Phone: 360-417-4735 . Erbaik aoman@cityofpa us x Website www cityofpa us Fax: 360-4.17-4711 321.East Fi 9 fth Street P.O Box.1150 PortAn eles WA 98362-0217, . W Com® m Q o LLQ Z Z Cl) 9 CL W w Q z M z cc z Lo V LLJ V) LU LU > Z H �2 r O W 1 w � 2 U U -j _ : W U Z > Q ou® � O W O LU d x3 ' U a Z W Z U I LU rN, LLcc N LU a O O Q n LLJ 4 q Z ti s o z ti��5 3j1j), F- Z Cd o Y p W Z v Cr �G \GJO U W ❑ ❑ ❑ ❑ W r- U d z �r� a 1l 0 : ."P TI, NGELES W A S H I N G T O N; U. S. A. FAX TRANSMITTAL Department of Public Works/Utilities 32`1 East"Fifth Street, Port-Angeles, Washington Phone: (360) 41:7-4735 FAX: (360) 417-4711 TO: FROM COMPANY. GRT t G S FAX#: G/� 1� S Z-1 -- �= Public Works'.&:Utilities Department. I NUMBER OF PAGES INCLUDING _ COVER: � ! Alan Oman . l� :Senior.Electrical-Inspector/'Traffic Signal Technician ,Phone 360=4.17-4735. ' Email .'aoman-@cityofpa-us u Website. .www cityofpa us ;` Fax: 360 41.7 4711 321'East Fifth'Street PO Box 1150 PortAngeies WA 98362-'0217. a > ° ❑ ❑ ❑ 04, UJ ® z oCI) z W o U Q t, T- w s CC , o Z O w _ ° LLJ =3 w U z > Q ti j U co LL O W 0 LU zCL LU LLJ CE� Cn O a SCI Z U 7 0,1 w LU �1 z o a 0 W ° z Z z LU z LU Q H y > Z 11 0 cc LU !!" CL 1�J PVgv ¢ Q CL O 0 ELECTRICAL PERMIT CITY OF PORT ANGELES Q 360-417-4735 -� Application Number 11 00000920 Date 8/24/11 NQ Application pin number 540920 REPORT SALES TAX Property Address 2230 W 18TH ST our excise tax form ASSESSOR PARCEL NUMBER 06 30 00 1 1 1900 1000 on y Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning INDUSTRIAL LIGHT Application valuation 0 Application desc Temp service Owner Contractor PORT OF PORT ANGELES SHAMP ELECTRICAL CONTRACTING PO BOX 1350 PO BOX 383 PORT ANGELES WA 983620251 PORT ANGELES WA 98362 (360) 452 1689 Permit ELECTRICAL TEMPORARY SERVICE Additional desc Permit pin number 191601 Permit Fee 92 70 Plan Check Fee 00 Issue Date 8/24/11 Valuation 0 Expiration Date 2/20/12 Qty Unit Charge Per Extension 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR 92 70 Fee summary Charged Paid Credited Due Permit Fee Total 92 70 92 70 00 00 Plan Check Total 00 00 00 00 ^� Grand Total 92 70 92 70 00 00 (�Jn\.Jv a INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE O Z jl ROUGH IN FINAL x 1 COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date• G \EXCHANGE\BUILDING 08/23/2011 13 16 FAX Z001/001 r R EC;E I V E D �UFf �L CITY OF PORT ANGELES PCIZMIT APPLICATION AUG 2 r> 2011 Building Division/Electrical Inspections ELECTRICAL N/ 321 East Fifth Street—P O Box 1150/Port Angeles Washington,93362 INSPECTIONS `J Ph (360) 317-4735 Faxi (360)417-4711 Date � 1 & 2 Single amity Qwelling Multi-Family or omm tial' Commercial Addiflon I Alteration I Remodel l Repair" Plan Revs Re uire , Pie a om a Elec /cal R vie formaon heel JobAdoress �. o �� ��� Bold ng Square Foota c. Description of above owner for rn Contrac Inform ti Name Name•Mam dr Maih AC ly te Yule Zip: oily State ZPhone _ : Phon : - Fax f License r Exp. _ License#/ xp. der L 02�i K® V)ARIO Item Unit Charge Total(Otx Multiplied by Unit Charge) Service/Feeder 200 Amp $119 90 $ Service/Feeder 201 400 Amp $14550 $ Sery ce/Feeder a01-600 Amp S 204 60 S_ Service/Feeder 60' 1000 Amp. 5262.20 $ Service/Feeder over 1000 Amp. $372.50 $ Branch Circum W/Service Feeder $ 2.60 $ Branch Circuit vVIO Senate Feeder $ 73.50 $_ Each Additional Branch Circuit $ 260 $ Temp Service/Feeder 200 Amp. $ 92.70 Temp Service/Feeder 201-400 Amp. $11030 $ Temp Service/Fe9der 401-600 Amp. $148.70 $ Temp Service/Feeder 601 1000 Amp S 167.90 S Portal to Ponal Hourlv $ 9590 $ Sign/Oullne Lighting $ 88.20 $ Signal Circuit/.imited Energy/First 1500 sf-Commercial $ 95.90 $ Note: $5,00 for each additional 1500 sf Signal CircuiC 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 S Thermostat $ 5600 S NEW CONSTRUCTION ONLY, First 300 Square Ft. $110.30 $ Each Additional 500 Square FI or Portion of S 35.20 $ Each Outbuilding or Detached Garage $ 73.50 $ Each Swimming Pool or Hot Tub S 110 30 $ "9rilill1i _ loo $ Total need byRCW19.26 261 (1)Owner will occupy the structure for two years after this electrical permit is finalized (2)Owners 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 elects Installation or alteratio In compliance with the electrical laws,N E C RCW Chapter 19 28 WAC Chapter 296.468,The City of Port Angeles _I 1pal Code and U" ty pecificationS and PAMC 14,05 050 regarding Electrical Permit Applications. Signat a of owner electrl I co Factor or el tri al administrator, ❑ Cseh ❑ the �Credlt Card A X Dated: suer 1 ;. CITY OF POINT 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: —,2� (,3 K Multi-Family or Commercial* Plan Review May Be Required, Ple a Complete Eli dcal Plpn R vie Info ation Site t Job Address: 1 Os Clot ' - 2 .363 Building Square Footage: Description of above 1" Zza C r ) t�1�Gt 1 Owner ion ,� Contract r,l formation r Name: _ Name:_ � � Mailln ddress: �'/~A'� "J Mailing dre s: city: State: Zip city: State: Zip: Pho e: Fax: -4 Phone: Fax: 2^L�.. License#1 Exp._ Lleense#!Exp._ Item Unit charas {,fit Total L tv Multiplied by Unit Charge) ServicelFeeder 200 Amp, $132.00 $ ServicelFeeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $225.40 $ . Service/Feeder 601-1000 Amp, $288'00 $ Service/Feeder over 1000 Amp. $410 $, Branch Circuit WI Service Feeder $ 5.00 $ $ranch Circuit WIO Service Feeder $ 74,00 $ Each Additional Branch Circuit $ 5.00 . $ Branch Circuits 1-4 $ 86.00 1Z Temp.Service/Feeder 200 Amp. $102.00 $ Temp.Service/Feeder 201400 Amp. $121.00 — $ Temp.Service/Feeder 401-600 Amp. $164.00 $ Temp.ServicelFeeder 601-1000 Amp. $185.00 $ Portal to Mortal Hourly $ 86.00 $— Sign/Outline Lighting $ 88.00 $ Signal Circuit)Limited Energy--Multi-Family $ 64.00 $ Signal Circuit!Limited?Anergy 1 First 1500 sf-Commercial $ 96.00 $ Note: $5.00 for each additional 1500 s€ Renewable Electrical Energy-5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat $ 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..Chipter 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 ❑ check ❑ CradttCard# x Dated: 09!6112012 ELECTRICAL INSPECTION 0� i�4u 1;; lmw. llw---v WIRING REPORT 417=4735 ;DA6 PEINSPECTOR PERMIT F1 :1 OWNER/CONTRACTOR h C-T ADDRESS 2-2--SD L,-") )18 SEE: APPROVED NOT APPROVED . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . 0 -VP�J2,j-.1X;rL-. . ROUGH IN/COVER . . . . . . . . . . . I . . . 0 . . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . 0 El. . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: Foot l4 f1 u IQ )q r2- T NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE OLYMPIC PRINTERS,INC.(360)452-1381 /A V-011'r 4"Q ELECTRICALcw� INSPECTION WIRING REPORT RKS t, 417-4735 PFRMF I; INSPECTOR DATE -OWNER CONTRACTOR Anew —rk APPROVED CI . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . 0 0. . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . 13 0. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: "):51 fZ-rz-Q\2 tz,rk�NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE ELECTRICAL PERMIT 7 CITY OF PORT ANGELES 360-417-4735 Application Plumber 13-00000197 Date 3/12/13 Application pin number . , . 994685 Property Address . , . , . . 2230 W 18TH ST ASSESSOR PARCEL NUMBER! 06-30-CO-1-1-1900-1000- REPORT SALES TAX Application type description ELECTRICAL ONLY on your excise tax form Subdivision Name . .. . , , . Property Use , , . , , , , . to the City of Port Angeles Property Zoning , . , , , , . INDUSTRIAL LIGHT (Location roue 0502) Application valuation . . , . 0 ---------------------------------------------------------------------------- Applicakion desc 1-4 circuits NDI test equipment ---------------------------------------------------------------------------- Owner Contractor ------------------------ -----------------.._. --. _ PORT 0�' PORT ANGELES OWNER PO BOX 1350 11� PORT ANGELES WA 983520251 ,, 1 ----------------------------------------------------__.__-______- Permit . . . . . , ELECTRICAL ALTER COMMERCIAL Additional desc 1-4 CIRCUITS Permit Fee 86,00 Plan Check Fee .00 P-,q Issue Date 3/12/13 valuation 0 Expiration Date 9/06/13 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 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUG14-IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGEIBUILDING