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Home My WebLink About850 Ediz Hook Rd - Building'a r June 21 2010 KA Project No. 106 -10091 Building Permit No. 10 -526 Mr Jim Tracy Legacy Telecommunications PO Box 360 Burley WA 98332 RE. Ediz Hook Cell Tower Port Angeles, WA Dear Mr Tracy PS and Enclosures aZaZ ASSOCIATES, INC GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed. June 8, 2010 Field Report No. 120242 Field Report No. 120243 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, Penn Seely Laboratory Manager Peninsula Division cc: Jim Lierly City of Port Angeles FILE COpy With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A Poulsbo, Washington 98370 (360) 598 -2126 Fax: (360) 598 -2127 June 22, 2010 Mr Jim Lierly City of Port Angeles 321 East Fifth Street Port Angeles, WA 98362 RE. Final Letter Regarding Special Testing Inspection Ediz Hook Cell Tower Port Angeles, WA Dear Mr Lierly. In accordance with our client's request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were. Perf feaCEIVED Special Inspection Required Structural Steel. Bolting Expansion/Epoxy Anchor Bolts To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (360) 598 -2126 Respectfully submitted, KRAZAN ASSOCIATES, INC. Jeffrey M. Bowers Construction Services Manager Poulsbo Division JMB /md cc: Jim Tracy Legacy Telecommunications ASSOCIATES, INC GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION FILE With Offices Serving The Western United States 20714 State Hwy 305 N E Ste. 3C Poulsbo, Washington 98370 (360) 598 -2126 Fax. (360) 598 -2127 Project No 106 -10091 Permit No. 10 -526 JUN 2 9 2010 El El CITY OF PORT ANGELES BUILDING DIVISION PREPARED 6/10/10 9 04 45 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 850 EDIZ HOOK RD CELL TENANT NBR VERIZON WIRELESS CONTRACTOR LEGACY TELECOMMUNICATIONS INC OWNER AIRTOUCH CELLULAR PARCEL 06 30 00 0 0 0400 5004 APPL NUMBER 10 00000526 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV BL3 01 6/10/10 BLDG FRAMING TIME 11 00 June 7 2010 1 48 29 PM 1pangrle TYSON 253 686 0161 BOLTING INSPECTION HE REQUESTED AN 11 00 A M INSPECTION HE IS HAVING A CRANE COME SET POSTS COMMENTS AND NOTES PHONE (253) 858 0214 PHONE PAGE 9 DATE 6/10/10 O6e\-Jmo LA00 a,u_e),al r,te,/\0 gPc-t em-- Pe Kraz Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 6- 7- /b PROJECT /(9 PROJECT.X(X 70"-c x LOCATION KRAZAN PROJECT MANAGER. 1 7 )..)-1 :51 FIELD REPORT NO 120242 CONTRACTOR. JURISDICTION f PERMIT /1 INSPECTOR. ./Z WEATHER. Cac' TEMP Gam/ J T )e f hK U a93.74S i 7 ,a�4 i tiJn/ G.-77 6 y,) //i4_7--1 'l' IG �Y!' Al 6 J rJ/7 do(l �b4 J l f'I� /9/ J.%) /'c' "%ice /P /ro 1 o: �t)oW i -/i 9 4 r ?I ?v'� ,1, /17 C7rJ U SL Equipment/Asset Number(s) To the best of my knowledge, the abov WASr/ WAS NOT performed in accordance with the approved plans, specifications, Superintendent /Representative Technician" d regulatory requirements. 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 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 REPORT 2009.doc EFFECTIVE: 4/22/2009 k'aZan GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 7 PROJECT PROJECT LID /Z LOCATION KRAZAN PROJECT MANAGER. 1 i.<'/h:l 44 --9' r;1-.J,),1 r- G A 7 G 7 7/ F 'r i 6 //7 Gv r'o .i F 40/2! 4 2,4 'k' CO .0 -R)967 Associates, Inc CONTRACTOR. 72,.' 00,2 PERMIT /0- S 4 INSPECTOR. 0/ WEATHER. O EJ /s )5 ,df�C-i 2') d,r� Lr. G 7V' r FIELD REPORT NO 120243 /9/ Y T,),-)4 A T-rTS r_ 1 101 a o x) 5',v/ J 7 7,/ /1' e70/ c /7 1 .B OG /I '44/ x.y A/ ,ev S, ,L 1'' V u k -4 9 ,0A n Sir 7 �'/�d» l�rP,�IG. STS (J/? Oct rU S yrr .`_,c G 77(Arr /2 ooz 7Z 17 Equipment/Asset Number(s) TEMP• 7 S Gr?J el KJ To the best of my knowledge, the above,WAS WAS NOT performed in accordance with the approved 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 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 REPORT 2009.doc EFFECTIVE: 4/22/2009 mans- 'sum azan Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. C— 2-- 6 PROJECT /ea //IOR 1 PROJECT #466'i" 72:Wda° FQ bbaK LOCATION .'4 KRAZAN PROJECT MANAGER. 1 Equipment/Asset Number(s) To theet of my knowledge, the abov Superintendent/Repre DAILY FIELD REPORT 2009.doc ntative Technician FIELD REPORT NO 12 0 2 4 2 CONTRACTOR: •i t G�GY JURISDICTION: PERMIT /O— V 2 C INSPECTOR. ff3 /4.G. WEATHER: Or TEMP ‘O cc cs /T'tl� A /03,179' dDX Y 1 e ,gam D r /P .-}77 J 7 ieoe 114‹.E rte, .4•,..,s/,fG77(7J "Jr,. Y l.4 Jorney e Ai/ ,Lr-1 7' Wei ..co r) G1l? 1 RAi /D f/T� cV doll izAshes ("ie ,e0 1',P6 ,0eiD ?i' 41i< /L c« j< --/P ".tOm2 P S 9 645 e 0 .47 e V g r 1 it ,eo,e /'prlciPeor ,os.9 7 P, P.Z C c.EWT" /fir /fuYT/ /ne, WAS NOT performed in accordance with the approved plans, specifications, aqd regulatory requirements. 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 final mittal. 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 re rt 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 EFFECTIVE: 4/22/2009 azaiz Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. h 7 PROJECT /Oa9/ PROJECT D /Z ,rC -'at- LOCATION. tell KRAZAN PROJECT MANAGER. 177224 D1J k5 /7; t X1•.9 e4,11 41,2 Xl, 9 Ay")f! T ig -/),O 67 a ram CONTRACTOR: '�i9GY JURISDICTION: //9 Tde,Oeee__ PERMIT .5 4 INSPECTOR._req/// WEATHER. ©e:..- TEMP ,A e fir cS'/0' 7 /ziQihv i QV= ell /G D14_2� FIELD REPORT NO 1. 20243 "9/ A 6 '7 r?�P�K6T5 Q�J .9N A m.P FiPA,i -me e0 7a so/0„_ s? c5.c,, 77 G H7' 7 4J A i'r/ Q co A9 7 S/ Pc5 o c "iQA .4 06 14.W /4 6 Geocs #60 /A/5' /ZCL "vim 6'k-4 AItYTO 6 rn� 9c. 7 A2X67) 7VR15)ug 1 -re, ya.�0 v #/L 77( #r j a nz TS ifieoce k3e,z-r sK 3 o ,b o ccc rr,�v, Equipment/Asset Number(s) To the bes f my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative 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 prior to Tina 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 r� the client This report may not be reproduced in any format without the written permission of the client and Krazan Assoc. zec, bmittal. By signing this report, our rt is prepared for the exclusive use of 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation AIRTOUCH CELLULAR DBA VERIZON WIRELESS MS231 15900 SE EASTGATE WY BELLEVUE WA 98008 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T:Forms/Building Division/Building Permit 10 00000526 745052 850 EDIZ HOOK RD CELL 06 30 00 0 0 0400 5004 VERIZON WIRELESS COMM REMODEL INDUSTRIAL HEAVY 28000 Application desc RMV 7 INSTALL 9 ANTENNAS ON A TELECOM FACILITY Owner Contractor LEGACY TELECOMMUNICATIONS INC PO BOX 360 BURLEY WA 98322 (253) 858 0214 Structure Information 000 000 RMV 7 INSTALL 9 ANTENNAS Construction Type UNKNOWN Occupancy Type FACTORY INDUSTRIAL BUILDING PERMIT COMMERCIAL RMV 7 INSTALL 9 ANTENNAS 166116 448 05 Plan Check Fee 291 23 6/02/10 Valuation 28000 11/29/10 Qty Unit Charge Per Extension BASE FEE 417 75 3 00 10 1000 THOU BL -25 001 50K (10 10 PER K) 30 30 Special Notes and Comments Archaeological Conditions For Any Ground Disturbance 1 If the subject site has not been previously inventoried evaluated and reviewed to the satisfaction of the Lower Elwha Klallam Tribe and City of Port Angeles Archaeologist the subject site shall be evaluated by a cultural review team which shall include a professional archaeologist a representative of the Lower Elwha Klallam Tribe a representative The City of Port Angeles Department of Community and Economic Development This team shall determine the extent of excavation monitoring for the project during the permit review process As an alternative the applicant may have an approved archaeologist on site during any excavation in lieu of a review by the aforementioned cultural team If during an excavation that by decision of the cultural review team occurs without an approved archaeologist on site any phenomena of possible Date 6/02/10 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 fora 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. 413/0 Aisoyt-,t Date Print Name Signature of f o actor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers I Post Holes (Pole Bldgs) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water I FINAL Date Accepted by AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts I FINAL Date Accepted by MANUFACTURED HOMES Footing Slab 1 Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 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 /Building Permit Comments Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number 10 00000526 745052 Special Notes and Comments archaeological interest are uncovered the developer shall stop such work and provide for a site inspection and evaluation by a professional archaeologist to ensure that all possible archaeological resources are handled in accordance with applicable law Please see the additional instructions below 2 In the event archaeological artifacts features or human remains are discovered the permittee will immediately notify the City of Port Angeles Archaeologist at (360) 417 4704 as well as the Lower Elwha Klallam Tribal Chair and specified Tribal staff by both letter and telephone The City in turn will immediately notify the State Department of Archaeology and Historic Preservation as required in RCW 27 44 and 27 53 Additional Instructions A You will be required to provide the City with the name and credentials for the contract archaeologist as well as a brief work plan and schedule ahead of the construction B Reports will be submitted for all archaeological work and all work performance including the report format shall be consistent with Washington State Department of Archaeology and Historic Preservation (DAHP) standards C Archaeological reports must be submitted to the City Archaeologist and reviewed by the Lower Elwha Klallam Tribe as part of the cultural review team process D The Lower Elwha Klallam Tribe will have up to two weeks to comment on the project once the City has received the necessary information and forwarded that to the Tribal Archaeologist and Council Chairperson Derek S Beery Archaeologist City of Port Angeles WA (360) 417 4704 cell (360) 461 9131 Dbeery @cityofpa us May 26 2010 8 12 05 AM 1pangrle May 25 2010 10 43 56 AM sroberds No land use issues anticipated Use is permitted in the PBP May 25 2010 1 27 50 PM Brian 417 4708 Any electrical alterations will require electrical permits Public Works Utility Engineering has no requirements for Page 2 Date 6/02/10 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit 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 AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood /Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T:Forms /Building Division /Building Permit FINAL Date FINAL Date Accepted by Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Special Notes and Comments this plan review Other Fees Permit Fee Total Plan Check Total Other Fee Total Grand Total T:FormsBuilding DivisionBuilding Permit 10 00000526 745052 Page 3 Date 6/02/10 STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due 448 05 448 05 00 00 291 23 291 23 00 00 4 50 4 50 00 00 743 78 743 78 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type 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 AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rouqh -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date Accepted By (n- 10 10 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. Inspection Type YLL- Comments FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 6 10- 10 l oiect Tripe Brief D Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas Basement 1St Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant Verizon Wireless Property Owner City of Port Angeles Property Owner's Address 321 E Fifth Street, Port Contractor Leaacv Telecommunications. Inc. Contractor's Address Po Box 360, Burley, WA 98322 License LEGACTI005KD Expires 5/21/2011 E -mail PROJECT ADDRESS 850 Ediz Hook Road Parcel Number 0630000004005004 escriation. Residential Multi- family mCommercial The proposal will modify an existing unmanned telecom II No additional height or area is proposed. 4 -1O. Ore uS YQ,le e, P rr rf was 09 -34 expire l 4 cancelled) House garage other tear off re -roof lay over one layer Heat pump wood- burning stove gas fireplace pellet stove other Existing (sa. ft.) Posed (sa. ft.) No change to structure arcs;. PI� Pho2e Angeles. Phone For City Use Only Date Received 5 2-1 -18 ermit# 10 --5210 ate Approved 253 -225 -5870 WA (253) 686 -0142 Lot Zoning Ind Heavy per sq. ft. Industrial TOTAL VALUATION 28,000 0 0 Total footprint of structures sq. ft. T Lot size sq ft. Lot coverage Site Coverage the amount of impervious surface on a parcel including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage Max. height of proposed structures 22 Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? ft. No No Occupancy group Occupant load Construction type Date 5 /14 /2 010 Print Name William W. Powell Signature T:Forms /Building Division /Bldg Permit.doon behalf of Verizon Wireless of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to wor igg oryprojects. Permit 10 57,& N 6 nyv -k (0_ V V i'ou S prryill- c` 9 3 `t7 2X I�eh Dolt said .S 12 +o S e `1tvese a in S 0 a f-- a n4e-n riec S t-- G i k/p e_ 4n,eir cr ,e,+l /)7 CASCADIA PM T 425 828 1008 Re sal a 6 D(i+ k1S Co IYlIM PAA4- eDY■ -'teNe Discus S ►_°mss rrstn..b (6.tho T Forms /Building Division/Notes BILL POWELL Site Acquisition Specialist 8760 -122nd Avenue NE Kirkland, WA 98033 M 253 225 5870 F 425 650 7076 bill.powell @cascadiapm.com Cascadia PM, LLC www.cascadiapm.com NOTES 1 N l Sr.0 e coA 4ii i s w pere,k. PS re (n q S v, IcUrri Jl v mai n q Q Srno.11 cortic hs}e_ pe-4e Ix, *e but t6Uh a oeir- flex- son_ c,v F?� S t h e kY arm i�- I (313110 Ang se( 1 (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELES. ROOFTOP ANTENNA MOUNT F W EDIZ HOOK RD F Ci ci" Li i P 14-11111tIlu 1 E il t --i 71 I n L PORT ANGELES HARBOR (5) UTILITY POLE (E) OTHER WIRELESS CARRIER EQUIPMENT COMPOUND I (E) CHAINLINK FENCE W) (3) STRAND BARBED WIRE (E) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (5) CONCRETE PAD F (E) OVERHEAD UTILITY LINE F F Clallam County Assessor Treasurer Property Details 55886 AIRTOUCH CELLUL Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 55886 AIRTOUCH CELLULAR for Year 2010 2011 Property Account Property ID 55886 Legal Description BLDG ON EXEMPT LAND EDIZ HOOK LT 5 SEE ASSESSED BY STATE 12X12 PREFAB BACKUP GENERATOR #WAI Geographic ID 0630000004005004 Agent Code. Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space. N DFL N Historic Property* N Remodel Property N Multi- Family Redevelopment: N Location Address. 850 W EDIZ HOOK RD Mapsco PORT ANGELES WA Neighborhood: Exempt All Exmpt Reference Map ID Neighborhood CD 50110030 Owner Name AIRTOUCH CELLULAR Owner ID 10454 Mailing Address. DBA VERIZON WIRELESS Ownership 100 0000000000% MS 231 15900 SE EASTGATE WY BELLEVUE, WA 98008 Taxes and Assessments Due Property Tax Information as of 05/24/2010 Amount Due if Paid on. Mc Exemptions. Statement Year l ID Taxing Jurisdiction 2010 38961 ST SCH STATE SCHOOL 2010 38961 CC -GEN COUNTY 2010 38961 PORT PORT 2010 38961 PORT ANG PORT ANGELES 2010 38961 SD #121 SCHOOL DISTRICT #121 2010 38961 NTH OLY LIB NORTH OLYMPIC LIBRARY 2010 38961 HOSP #2 HOSPITAL #2 2010 38961 WSMET PK DIST WILLIAM SHORE MET PARK DIST 2010 38961 CITY STORMWATER CITY STORMWATER 2010 38961 TOTAL. 2009 558862008 ST SCH STATE SCHOOL 2009 558862008 CC -GEN COUNTY 2009 558862008 PORT PORT 2009 558862008 PORT ANG PORT ANGELES 2009 558862008 SD #121 SCHOOL DISTRICT #121 First Second Half Half Base Base Base Amount Due Due Penalty Interest Paid Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $25 32 $0 00 $0 00 $0 00 $25 32 $0 00 $25.32 $0.00 $0.00 $0.00 $25.32 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 http. /vpn.clallam. net. 8084 /propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =55 5/24/2010 May 14, 2010 City of Port Angeles Attn. Building Permit Technician 321 E. Fifth Street Port Angeles, WA 98362 Dear Permit Technician, Please fmd enclosed Verizon Wireless' application to modify an existing telecommunications facility at Ediz Hook. There are two stamped copies of our construction drawings and one stamped set of structural calculations. There is no change to the overall height of the facility nor to the ground space. Please let me know if any additional information is needed to complete this application. Thank you, Bill Powell M. 253- 225 -5870 Cascadia PM, LLC Corporate Headquarters 3322 South Bay Road NE Olympia. WA 98506 360 438 8002 www.cascadiapin.com CASCADIA PM 5950 S. Willow Dr Suite 304 Greenwood Village, CO 801 1 1 303 694 7600 1 130 N. Nirnitz Hwy Suite A -200 Honolulu, HI 96817 808 536 7400 5501 NE 109 Ct Suite A -2 Vancouver WA 98662 360 885 9200 Precision Program Management 8760 122° Ave NE Kirkland, WA 98033 425 828 1008 VICINITY MAP FILE CITY OF PORT ANGELES Construction Plans T"e Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. T-SE zootp Approval Date By 1 Q 11 \VIA DRIVING DIRECTIONS FROM VZW OFFICE HEAD SOUTH ON 161ST AVE SE TOWARD SE EASTGATE WAY TAKE THE I -90 RAMP TO SEATTLE, KEEP LEFT AT THE FORK TO CONTINUE TOWARD 1 -90 W, KEEP LEFT AT THE FORK TO CONTINUE TOWARD 1 -90 W AND MERGE ONTO 1 -90 W TAKE EXIT 2C TO MERGE ONTO 1 -5 N, TAKE EXIT 177 FOR WA -104 TOWARD EDMONDS, FOLLOW SIGNS FOR 244TH ST SW W AND MERGE ONTO NE 205TH ST /244TH ST SW /LAKE BALLINGER WAY/WA -104, SLIGHT RIGHT AT EDMONDS WAY/WA -104, CONTINUE TO FOLLOW EDMONDS WAY CONTINUE ON SUNSET AVE/WA -104, TURN LEFT AT MAIN ST/WA -104, TAKE THE EDMONDS KINGSTON/WA -104 FERRY TO KINGSTON, CONTINUE STRAIGHT ONTO WA -104 NE, TURN RIGHT AT WA -104 NE/WASHINGTON BLVD NE, TURN LEFT AT NE E 1ST ST/WA -104 NE, CONTINUE TO FOLLOW WA -104 NE, SLIGHT RIGHT TO STAY ON WA -104 NE, TURN RIGHT AT WA -104, TAKE THE RAMP TO US -101, KEEP RIGHT AT THE FORK TO CONTINUE TOWARD US -101 AND MERGE ONTO US -101, CONTINUE ON E FRONT ST CONTINUE ON W MARINE DR, CONTINUE ON EDIZ HOOK RD, ARRIVE AT SITE ON THE RIGHT APPROVED BY* SITE ACQUISITION ZONING R.F CONSTRUCTION MANAGER PROJECT MANAGER APPROVAL SIGN OFF DATE SIGNATURE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROJECT INFORMATION APPLICANT LESSEE: VERIZON WIRELESS 3350 161st AVENUE SOUTH BELLEVUE, WA 98008 PROJECT ENGINEER: CORNERSTONE ENGINEERING, INC. 16928 WOODINVILLE REDMOND RD N.E, SUITE 210 WOODINVILLE, WA 98072 MARK W OLSON, P.E. PH: (425) 487 1732 FAX. (425) 487 -1734 CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE. CODE INFORMATION: CONSTRUCTION TYPE. OCCUPANCY* JURISDICTION: PROPOSED BUILDING USE. SITE LOCATION: (BASED ON NAD 83) LATITUDE. LONGITUDE. TOP OF STRUCTURE: BASE OF STRUCTURE. PROJECT AREA. N/A 48° 08' 30.18" N 123° 26' 08" W N/A 5.00' AMSL GENERAL INFORMATION: 1 PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED verizQp wireles WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY EXEMPT LAND 2006 IBC EIA/TIA -222 -F 2005 NEC ASCE 7 -05 TELECOMMUNICATIONS UNOCCUPIED CITY OF PORT ANGELES UNMANNED TELECOMM. PROPERTY OWNER: AIRTOUCH CELLULAR DBA VERIZON WIRELESS MS 231 15900 SE EASTGATE WY BELLEVUE, WA 98008 PROJECT MANAGER: CASCADIA PM, LLC 8760 122 ND AVE NE KIRKLAND WA 98033 CONTACT BILL POWELL PH: (425) 828 -1008 PARCEL NUMBER(S): 0630000004005004 AREA OF PARCEL. N/A NEW IMPERVIOUS AREA. OSQFT PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF THE REMOVAL/REPLACEMENT OF (7) PANEL ANTENNAS WITH (9) NEW PANEL ANTENNAS AND (4) NEW ANTENNA MOUNTS ALSO THE ADDITION OF (12) 7/8 "0 COAX TO EXISTING PROPOSED ANTENNA MOUNTS ON AN EXISTING SHELTER. DRAWING INDEX DWG NO. T1 G -1 A -1 A -1 1 A -2 A -3 A-4 S -1 S -2 DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED SITE PLAN SOUTH EAST ELEVATIONS EXISTING PROPOSED ANTENNA PLANS ANTENNA DETAILS STRUCTURAL NOTES EQUIPMENT SHELTER PLAN STRUCTURAL ELEVATIONS DETAILS LEGAL DESCRIPTION BLDG ON EXEMPT LAND EDIZ HOOK LT 5 SEE ASSESSED BY STATE 12x12 PREFAB BACKUP GENERATOR #WAI UTILITY COMPANY'S POWER BPA 1- 800 282 -3713 TELEPHONE VERIZON COMMUNICATIONS 1- 800 543 -9211 PLANS PREPARED BY* PROJECT INFO: ISSUED FOR: verijon wireless We never stop working for you. 3350 161st AVE SE MS 8221 BELLEVUE. WA 98008 CE,9, �SVCNE O NEERINO NC 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE. (425) 487 -1732 FAX (425) 487 -1734 EMAIL i @c sto a engr.com WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY REV:: DATE.— DESCRIPTION:= BY:CCK:= CONSTRUCTION ,A105-12-10 ISSUE FOR CONSTRUCTION QA 104- 03 -09I ISSUE FOR CLIENT REVIEW DRAWN BY LJS 1 JRF 1 MWO 1 CURRENT ISSUE DATF 05 -12 10 LICENSURE. 1 EXPIRES 02/15/12 1 DRAWING INFORMATION: DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. TITLE SHEET DRAWING NUMBER: I I I I I I I *BMHIMWO 1 JRF IMWO CHK. =APV T -1 0 CEI JOB NUMBER: 09 -55130 GENERAL NOTES CONCRETE NOTES 1 THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER 1 OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS. 4 NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7 THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11 ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE 6. PRE CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION 7 OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN.AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE, FOR THE COMPLETE INSTALLATION. REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON WIRELESS. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB AGL ABOVE GRADE LEVEL ALUM ALUMINUM AB ANCHOR BOLT ANGLE ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O. BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL CJ CONTROL JOINT CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DIA 0 DIAMETER DTL DETAIL (E) EXISTING EA EACH EJ EXPANSION JOINT ELEC ELECTRIC /ELECTRICAL EL ELEVATION EQ EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FIN FINISH FIN FLR FINISH FLOOR FLR FLOOR FTG FOOTING GA GAUGE GALV GALVANIZED GYP GYPSUM GB GYPSUM BOARD HM HOLLOW METAL HOR HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM INT INTERIOR JT JOINT LAM LAMINATED LF LINEAL FOOT MANUF MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED /REINFORCING REQUIRED ROOM RNV RIGHT OF WAY SCHED SCHEDULE SECT SECTION SF SQUARE FOOT SIM SIMILAR SQ FT SQUARE FOOT SS STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL TEMP TEMPORARY THK THICK T 0. TOS TOC TYP UNO VERT W/ WWM TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE WITH IBC 2006 SECTION 1905 AND ACI 301 STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS (fc) 11 A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE C. CONCRETE FOUNDATIONS 3000 psi 4000 psi 3000 psi CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II UNLESS NOTED OTHERWISE. 3. THE CONSTRUCTION MANAGER SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINED AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017 TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES 1904 OF THE IBC 2006. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy 60,000 psi. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy 40,000 psi. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D14 ARE SUBMITTED REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0' PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 6. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0' LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 7 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy 60,000 psi. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER OF RECORD. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS. A. FOOTINGS AND OTHER UNFORMED 3' SURFACES, EARTH FACE B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER C. SLABS AND WALLS (INTERIOR FACE) BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307 LEGEND AND SYMBOLS CHAIN LINK FENCE -0-0 CEDAR FENCE 0 0 POWER TELCO POWER/TELCO COAX OVERHEAD POWER OH CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG (#6 BARS OR LARGER) 2' #5 BARS OR SMALLER) 1 1/2" T/P COAX T/P TOP OF IV EL 0' -0" OH A' 3/4" 13. NON SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 psi MINIMUM). T/P COAX OH OH T/P co AX 4( DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER STRUCTURAL NOTES 1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION, PAINTING AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE AISI "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2006 CHAPTER 17 BY A QUALIFIED TESTING AGENCY DESIGNED BY THE CONSULTANT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGES B. PLATES, SHAPES, ANGLES, AND RODS C. SPECIAL SHAPES AND PLATES D. PIPES E. STRUCTURAL TUBING F ANCHOR BOLTS G. CONNECTION BOLTS 9. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. SPECIAL INSPECTIONS ASTM A992, Fy 50 ksi ASTM A36, Fy 36 ksi ASTM A572, Fy 42 ksi ASTM A53, Fy 35 ksi ASTM A500, Fy 46 ksi ASTM A307 ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM Al23 Al23M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. COLD FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDED MINIMUM SECTION PROPERTIES INDICATED. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4 "0) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL ASSEMBLIES ARE TO BE TIGHTENED IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490' JUNE 30, 2004 FOR BEARING -TYPE CONNECTIONS, AS A MINIMUM, THE BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION. A "SNUG TIGHT" CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 8. NON STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8 "0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 10. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2006 SECTION 1704. SOILS /GEOTECHNICAL. ❑SHORING INSTALLATION AND MONITORING ❑OBSERVE AND MONITOR EXCAVATION ❑VERIFY SOIL BEARING Fisf BEARING ❑SUBSURFACE DRAINAGE PLACEMENT ❑VERIFY FILL MATERIAL AND COMP ACTION ❑VERIFY CONDITIONS AS ANTICIPATED ❑PILE PLACEMENT (AUGER CAST /DRIVEN PILE) ❑OTHER REINFORCED CONCRETE: ❑REINFORCING STEEL AND CONCRETE PLACEMENT ❑PRESTRESSED /PRECAST CONCRETE FABRICATION AND ERECTION ❑BATCH PLANT INSPECTION ❑SHOTCRETE DGROUTING ❑OTHER STRUCTURAL STEEL. ❑FABRICATION AND SHOP WELDS HERECTION AND FIELD WELDS AND BOLTING DOTHER STRUCTURAL ALUMINUM: DFABRICATION AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL MASONRY' ❑CONTINUOUS ❑PERIODIC El OTHER: ANCHORING TO CONCRETE. ❑BOLTS INSTALLED IN CONCRETE ❑POST- INSTALLATION ADHESIVE ANCHORS HPOST- INSTALLATION MECHANICAL ANCHORS PLANS PREPARED BY PROJECT INFO' ISSUED FOR: LICENSURF veri7on wireless We never stop working for you. 3350 161 1 AVE SE MS t/221 BELLEVUE. WA 98008 EF, NEFISV VE 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE, WA 08072 PHONE' (425) 487 -1732 FAX. (425) 487 -1734 EMAIL. i @c stone-engr com WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION II II I .I 1 BMHIMWO JRFIMWO 0 05 -12 -10 ISSUE FOR CONSTRUCTION QA 104 -03 -09 1 ISSUE FOR CLIENT REVIEW REV:: DATE:= DESCRIPTION:= BY: =CK:= DRAWN BY CHK. =APV LJS 1 JRF 1 MWO 1 CURRENT ISSUE DATE 05 -12 10 DRAWING INFORMATION: 5t2Arto EXPIRES 02/15/12 I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. GENERAL NOTES DRAWING NUMBEF G -1 0 1 CEI JOB NUMBER: 09 -55130 P P SITE PLAN P P P 22x34 SCALE. 1" 10' -0" 111x17 SCALE. 1" 20' -0" Aft w P lL PLANS PREPARED BY P P (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELESS ROOFTOP ANTENNA MOUNT 7 P P W EDIZ HOOK RD 1111 11111 PORT ANGELES HARBOR (E) UTILITY POLE 1— (E) OTHER WIRELESS CARRIER EQUIPMENT COMPOUND (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE I (E) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (E) CONCRETE PAD (E) OVERHEAD UTILITY LINE P P P P P PLAN NORTH 1 PROJECT INFO: ISSUED FOR: LICENSURE ;DRAWING TITLE. veri7on wireless We never stop worldng for you. 3350 161 AVE SE /MS 6221 BELLEVUE, WA 98008 C COoNE FL 140 N E N O NC 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE. (425) 487 -1732 FAX. (425) 487 -1734 EMAIL. i @c sto e- ergr.com WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION REV:: DATE.= DESCRIPTION: =BY =CK.=- I I I I I I I I ,A I05- 12- 10ICONSTRUCTION IBMHIMWO n1 04.03 09 I CLIENT REVIEW I JRF IMWO DRAWN BY CHK. =APV LJS I JRF CURRENT ISSUE DATE: 05 -12 10 ;DRAWING INFORMATION: DRAWING NUMBER SITE PLAN A -1 0 MW O DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED CEI JOB NUMBER: 09 -55130 NOTE. MODIFY (E) WOOD DECK AS REQUIRED TO PLACE ANTENNA MAST P P P (E) EXHAUST PIPE (E) (2) UNISTRUT ANTENNA PIPE MAST MOUNT TO REMAIN (TYP OF 2 PLCS) PROPOSED ANTENNA CELLULAR (8' -0' TALL) WI NEW ANTENNA PIPE MAST PROPOSED ANTENNA PCS ('-0" TALL) W/ PROPOSED ANTENNA PIPE MAST MOUNT PROPOSED ANTENNA 700MHZ (8' -0" TALL) W/ NEW ANTENNA PIPE MAST (E) ANTENNA PIPE MAST MOUNTING HARDWARE TO REMAIN (MODIFY TO SUIT NEW PANEL ANTENNAS) ENLARGED SITE PLAN 22x34 SCALE. 1/4" 1' -0" 111x17 SCALE. 1/8' 1' -0" x (E) MICROWAVE (TO REMAIN) P (E) VENT HOOD P PROPOSED PANEL ANTENNA WALL MOUNTING HARDWARE (E) VENT HOOD �IIIIIIIIIIIII� IIIIIIIIII P P r PROPOSED ANTENNA PCS (4' -0" TALL) PROPOSED ANTENNA CELLULAR (8' -0" TALL) PROPOSED ANTENNA 700MHZ (8' -0' TALL) (E) VERIZON WIRELESS EQUIPMENT SHELTER H— _!L� —b X• P 1 11111 111111LIIIIL1 111111111111 11111111,1111 (E) HVAC (E) HVAC 1 1 1 1 1 1 1 PROPOSED ANTENNA 700MHZ (8' -0" TALL) P P PROPOSED ANTENNA f CELLULAR (8%0" TALL) PROPOSED ANTENNA PCS (4' -0' TALL) (E) WOODEN DECK C (E) OTHER WIRE LESS CARRIER EQUIP SHELTER 111111111111 (E) UTILITY POLE P O X X x x.. x (E) BOLLARD (TYP) I P P P P P (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE (E) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (E) CONCRETE PAD P PLAN NORTH 1 verijonwireless PLANS PREPARED BY PROJECT INFO: ISSUED FOR: CORNEF194ONE 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE. WA 98072 PHONE: (425) 487 -1732 FAX: (425) 487 -1734 EMAIL i @c stone.ngr.com 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY REV:= DATE. DESCRIPTION: =BY:= CK.= We never stop worldng for you. 3350 161 AVE SE /MS#221 BELLEVUE. WA 96008 WA1 EDIZ HOOK CONSTRUCTION A 05 -12 -10 I ISSUE FOR CONSTRUCTION 1 04.03.09 ISSUE FOR CLIENT REVIEW DRAWN BY* LJS 1 JRF 1 MWO 11 CURRENT ISSUE DATF LICENSURE. 1 EXPIRES 05 -12 10 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE ENLARGED SITE PLAN ;DRAWING NUMBER: A -1 1 CHK. =APV 02/15/12 II I I I I I I BMHIMWOI JRFIMWOI CEI JOB NUMBER: 09 -55130 PROPOSED VERIZON WIRELESS PANEL ANTENNA SEE SHEET A -3 FOR MODEL# LOCATION (TYP OF 9) TIP HEIGHT OF PROPOSED j VERIZON WIRELESS ANTENNAS EL 22' -0" AGL PROPOSED ANTENNA PIPE MAST REPLACEMENT (TYP OF 2) SEE SHEET S -1 PROPOSED ANTENNA PIPE MAST MOUNT SEE SHEET S -1 z ik GRADE W EL 0' -0" (ASSUMED) EAST ELEVATION (E) OTHER WIRELESS CARRIER LATTICE TOWER 22x34 SCALE. 3/16" 1 -0" 1 11x17 SCALE. 3/32" 1' -0" EIZEZIO ••i O♦ ♦i •iSis to ....AN O ,4 4 0$ (E) OTHER WIRELESS CARRIER ANTENNA (TYP) (E) VERIZON WIRELESS MICROWAVE (TO REMAIN) (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE (E) VERIZON WIRELESS MICROWAVE (TO REMAIN) TIP HEIGHT OF PROPOSED VERIZON WIRELESS ANTENNAS EL 22' -0" AGL (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID (TO REMAIN) (E) VERIZON WIRELESS EQUIPMENT SHELTER j ob GRADE EL 0' -0" (ASSUMED) (E) OTHER WIRELESS CARRIER LATTICE TOWER (E) OTHER WIRELESS CARRIER ANTENNA (TYP) r 2 SOUTH ELEVATION 22x34 SCALE. 3/16" 1' -0" 1 11x17 SCALE. 3/32' 1' -0" PROPOSED VERIZON WIRELESS PANEL ANTENNA SEE SHEET A -3 FOR MODEL# LOCATION (TYP OF 9) (E) OTHER WIRELESS CARRIER EQUIPMENT SHELTER (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE PROJECT INFO: ISSUED FOR: LICENSURE. verip wireless PLANS PREPARED BY CURRENT ISSUE DATE. ENO ENO EERINO NC 16928 WOODINVILLE REDMOND RD NE. SUITE 210 WOODINVILLE. WA 98072 PHONE: (425) 487 -1732 FAX (425) 487 -1734 EMAIL. ifgc stone -engr.com We never stop eorldng for you. 3350 161 AVE SE MS 6221 BELLEVUE, WA 98008 WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION REV:: DATE: =DESCRIPTION: =BY CK: ,A105-12-10 ISSUE FOR (CONSTRUCTION QA 104- 03 -09I ISSUE FOR CLIENT REVIEW DRAWN BY LJS 1 JRF 05 -12 10 1 EXPIRES 02/15/12 ;DRAWING INFORMATION: II II II 1 BMHI MWO I JRF IMWO CHK. -APV MWO DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE SOUTH EAST ELEVATIONS DRAWING NUMBER: A -2 0 1 CEI JOB NUMBER: 09 -55130 PROPOSED ANTENNA "a" SEE DETAIL 1/A-4 PROPOSED ANTENNA 'b" SEE DETAIL 1/A-4 'GAMMA PROPOSED ANTENNA "c" SEE DETAIL 1/A-4 PROPOSED ANTENNA "d" SEE DETAIL 2/A-4 PROPOSED ANTENNA "e' SEE DETAIL 2/A-4 rrri I I I I I I I I I I I I I I I PROPOSED ANTENNA "b" RTTrTTrI 1 1 1 1 1 1 1 fTTTTT� SEE DETAIL 1/A-4 PROPOSED ANTENNA PLAN 22x34 SCALE. 1/2" 1' -0' 111x17 SCALE. 1/4' 1' -0" C (E) VERIZON WIRELESS EQUIPMENT SHELTER 'BETA" (E) VERIZON WIRELESS EQUIPMENT SHELTER IIIIIIII' 1111111111111111111111111111 .III111111I II !1J PROPOSED ANTENNA "c" SEE DETAIL 1/A-4 ALPHA" PROPOSED ANTENNA 'a' SEE DETAIL 1/A-4 (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) VERIZON WIRELESS MICROWAVE ANTENNA TO REMAIN PROPOSED ANTENNA "f" SEE DETAIL 2/A-4 NOTE. CONTRACTOR TO REMOVE ALL EXISTING VERIZON WIRELESS PANEL ANTENNAS (E) PANEL ANTENNA TO BE REPLACED (TYP OF 2) (E) PANEL ANTENNA TO BE REPLACED (TYP OF 5) ALPHA" "BETA" F „„„1,1 ((111111 2 EXISTING ANTENNA PLAN 22x34 SCALE. 1/2" 1' -0" 111x17 SCALE. 1/4" 1' -0" C (E) VERIZON WIRELESS EQUIPMENT SHELTER U II IIIIII II ALPHA" II II I I II I I II I 111111111 I I I I I I I II I' II I I II I I IIII IIIII (E) ACCESS DOOR (E) VERIZON WIRELESS MICROWAVE ANTENNA TO REMAIN PLANS PREPARED BY PROJECT INFO: LICENSUR DRAWING TITLE. veri7on wireless We never stop working for you 3350161 LAVE SE /MS #221 BELLEVUE, WA 98008 E 0 R NeFtSr0 o E n= 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE. WA 98072 PHONE: (425) 487 -1732 FAX: (425)487 -1734 EMAIL. i @c stoneergr com ISSUED FOR: CONSTRUCTION VERIZON AN WIRELESS ID REV:: DATE. DESCRIPTION: BY =CK:= I I 1 1 I I I I Q O 105- 12- 101CONSTRUCTION BMH1MWO Q A 104 -03 -091 CLIENT REVIEW 1 JRF MWO DRAWN BY CHK. —APV WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY LJS 1 JRF 1 MWO 1 CURRENT ISSUE DATE DRAWING NUMBER: 05 -12 10 EXPIRES 02/15/12 1 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH I5 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING PROPOSED ANTENNA PLANS A -3 0 CEI JOB NUMBER: 09 -55130 1 NOT USED 22x34 SCALE. NTS SECTOR QTY TIP HEIGHT FT AGL ALPHA 1 22' -0" PCS 1 22' -0' 700 MHZ 1 22' -0" BETA 1 22' -0" PCS 1 22' -0" 700 MHZ 1 22' -0" GAMMA 1 22' -0' PCS 1 22' -0" 700 MHZ 1 22' -0' SECTOR I LENGTH ALPHA ±30' BETA ±20' GAMMA ±30' 11x17 SCALE. NTS ANTENNA AND COAX SCHEDULES VERIZON ANTENNA INFORMATION COAX LENGTH SCHEDULE 1 ANTENNA OF LENGTH AZIMUTH DOWN TILT I COA RUNS S E COAX I DIAMETER 2 (E) 4 NEW 2 (E) 4 NEW 2 (E) 4 NEW 8' -0" 100° 0° 2 4-0" 100° 0° 2 8' -0" 100° 0° 2 8' -0" 175° -4° 2 4-0" 175 -4° 2 8' -0" 175° -4° 2 8' -0" 250° -4° 2 4-0" 250° -4° 2 8' -0" 250° 2 7/8" 7/8" 7/8" 7/8" 7/8' 7/8" 7/8" 7/8' 7/8' 7/8" 7/8" 7/8" ANTENNA SEE DETAIL la SEE DETAIL lb SEE DETAIL 1c SEE DETAIL 2d SEE DETAIL 2e SEE DETAIL 2f SEE DETAIL la SEE DETAIL lb SEE DETAIL lc NOTE. COAX ROUTING TO MATCH EXISTING COAX ROUTE IO 0 1' 11 5/8" 7 7/8' J TOP J TOP r ANTENNA "d" 1 11 1/8" N FRONT v SIDE BACK ANTENNA "a" °D FRONT SIDE BACK n 4 PROPOSED ANTENNAS 22x34 SCALE. NTS 11x17 SCALE. NTS 3 PROPOSED ANTENNAS 22x34 SCALE. NTS 111x17 SCALE. NTS 22x34 SCALE. NTS 11x17 SCALE. NTS ID 9 11 13/16" ro FRONT TOP Io 9 6 1/8" FRONT TOP 4 11/16" SIDE BACK ANTENNA "e" ANTENNA "r 1' 11 7/8" 7 7/8' I I I l E FRONT SIDE BACK N- TOP Io 0 co 0") -1 SIDE BACK 113/16' ANTENNA "b" ANTENNA "c" 1 FRONT SIDE BACK TOP PLANS PREPARED BY 16928 WOODINVILLE REDMOND RD NE. SUITE 210 WOODINVILLE, WA 98072 PHONE (425) 487 -1732 FAX. (425) 487 -1734 EMAIL. i @cor stone- engr.wm 2 PROJECT INFO: ISSUED FOR: veri7on wireless We never stop working for you. 3350 161 1 AVE SE MS 5221 BELLEVUE, WA 98008 e CORNERS-TO N. Ewe WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION REV:: DATE. DESCRIPTION: =BY =CK.= 0 05 -12 -10 ISSUE FOR 1 CONSTRUCTION QA 104- 03- 091ISSUE FOR CLIENT REVIEW 05 -12 10 LICENSURE. ;DRAWING INFORMATION: ;DRAWING TITLE ANTENNA DETAILS ;DRAWING NUMBER: I II II 1 BMHIMWO 1 JRFIMWO DRAWN BY CHK. =APV I LJS 1 JRF 1 MWO 1 CURRENT ISSUE DATE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. A -4 0 CEI JOB NUMBER: 09 -55130 GENERAL NOTE. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. CODE ALL MATERIALS, WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BE THE LATEST EDITION. DESIGN LOADS ROOF LIVE LOAD 25 psf (SNOW LOAD) WIND LOAD: 100 MPH (3 SECOND GUST), EXPOSURE "D" WIND LOAD IMPORTANCE FACTOR 1.0 (NON- ESSENTIAL FACILITIES) TOPOGRAPHIC FACTOR 1.0 SEISMIC IMPORTANCE FACTOR 1.5, SITE CLASS "D" Ss 1 114g, S, 0.463g, So 0.783g, Sr, 0.474g SEISMIC DESIGN CATEGORY (SDC) "D" STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 22 OF THE INTERNATIONAL BUILDING CODE 2006 UNLESS NOTED OTHERWISE. STRUCTURAL MATERIAL. (UNLESS NOTED OTHERWISE) WIDE FLANGE CHANNELS -ASTM A -992 CONNECTION MATERIAL, EMBEDED ITEMS, ANGLES, BASE PLATE, MISC. STEEL STRUCTURAL TUBE STRUCTURAL PIPE -ASTM A -36 -ASTM A -500, GRADE B -ASTM A -53, GRADE B ALL WELDING SHALL BE DONE USING 70KSI LOW HYDROGEN ELECTRODES AND WELDING SHALL CONFORM TO AWS D1 1 -96. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5.8 IN AWS D1 1 -96. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A307 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS REQUIRE THE USE OF ASTM F436 WASHERS AT BOTH BOLT HEAD AND NUT SHIM WASHERS SHALL BE USED FOR ALL BOLTED CONNECTIONS TO INCLINED SURFACES. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23. STRUCTURAL NOTES 22x34 SCALE. NTS 111x17 SCALE. NTS SEE ARCHITECTURAL DRAWING FOR OVERALL SITE PLAN. (E) (2) WALL MOUNTED UNISTRUTS TO REMAIN CONTRACTOR TO REPLACE (E) 2 "0 STD WT ANTENNA PIPE MAST W/ NEW 3 "0 STD WT ANTENNA PIPE MAST (2) WALL MOUNTED UNISTRUT (MATCH TO EXISTING) W/ 3 "0 STD WT ANTENNA PIPE MAST CONTRACTOR TO REPLACE (E) 2 "0 STD WT ANTENNA PIPE MAST W/ NEW 3 "0 STD WT ANTENNA PIPE MAST (E) (2) WALL MOUNTED UNISTRUTS TO REMAIN (E) MICROWAVE ANTENNA TO REMAIN CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA 1 EQUIPMENT SHELTER PLAN 22x34 SCALE. 1/2' 1' -0' 111x17 SCALE. 1/4' 1' -0" m 0 m O 01 PANEL ANTENNA NE CORNER WALL MOUNT CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA 11 V 'I (E) ACCESS DOOR (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) ANTENNA PIPE MAST MOUNTING HARDWARE TO BE REUSED (TYP OF 3 PLCS) CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA PROJECT INFO: ISSUED FOR: LICENSURE. DRAWING TITLE. ;DRAWING NUMBER: verijon wireless PLANS PREPARED BY' We never stop worldng for you. 3350 16111 AVE SE MS 5221 BELLEVUE, WA 98008 CE O s INEER N ONE I N E E R O INC 16928 WOODINVILLE- REDMOND RD NE. SUITE 210 WOODINVILLE. WA 98072 PHONE: (425) 487 -1732 FAX (425) 487 -1734 EMAIL. i @c sto eangr com WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION REV:: DATE. DESCRIPTION: =BY.= CK:= I I I I 1 I I I 1 I 1 ,A105-12-10 ISSUE FOR CONSTRUCTION QA 104 -03 -09 I ISSUE FOR CLIENT REVIEW 1 BMHIMWO 1 JRFIMWO DRAWN BY' CHK. —APV. LJS 1 JRF 1 MWO CURRENT ISSUE DATE. 05 -12 10 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED STRUCTURAL NOTES EQUIPMENT SHELTER PLAN S -1 0 2 CEI JOB NUMBER: 09 -55130 PIPE TRANSFER KIT VALMONT MICROFLECT #B2508 (TYP) 3' -0" ANTENNA SECTOR FRAME 22x34 SCALE. 1/2" =1-0" 111x17 SCALE. 1/4" 1' -0" 2 22x34 SCALE. 1" 1'-0" 1/2 "0 A -307 U -BOLTS (E) 2x4 TOP PLATE (TYP OF 3) (E) INTERIOR WALL W/ 5/8" TYPE X GB 4 "0 XX- STRONG PIPE MAST (E) SHELTER ROOFTOP UPPER MAST CONNECTION CONNECTION DETAIL WEST WALL 111x17 SCALE. 1/2" 22x34 SCALE. 3' 1' -0' 111x17 SCALE. 1 1/2' 1' -0" 2' 3" 2 "0 STD WT PIPE 3' -0" MAST (TYP) 3 "0 STD WT PIPE MAST UNISTRUT TO MATCH EXISTING, 20" LONG) W/ (3) 3/8 "0 A307 THRU BOLTS 6' O.C. (TYP) UNISTRUT RIGID PIPE CLAMP (TYP) (E) 2x4 STUD 16' 0 C. 4x WOOD BLOCKING W/ (2) A34 SIMPSON STRONG TIES EA END L 3x3x1/4x36' LONG (TYP OF 3) (E) STRUCTURAL INSULATED PANEL L 3x3x1 /4x36" LONG3x3x1 /4x36" LONG (BACKER) 1/2 "0 A307 BOLTS (TYP OF 3) PIPE TRANSFER KIT VALMONT MICROFLECT #B2511 (TYP) 4 1/2" 0.0 PIPE MAST 5 (E) SHELTER FOOTING 0 w 0 0 0 w 22x34 SCALE. 1 1 /2" 3/16 V 1/2"0 HILTI KB -TZ ANCHORS (TYP OF 4) PROPOSED FOOTING (18 "x18 "x12" DEEP) 3' 111x17 SCALE. 3/4" 1' -0' O Z W• tV 2 W 8 3 LOWER MAST CONNECTION 22x34 SCALE. 3' 1' -0' 111x17 SCALE. 1 1/2' A -A 1' -6" CONCRETE FOOTING 10 1/2" 5 1/4" 6" 1 1/2" BASE PLATE CONNECTION DETAIL N #4 DOWELS (12' LONG) W/ EPDXY GROUT (TYP OF 2) 4 "0 XX- STRONG PIPE MAST 6" 1/2"0 U -BOLT (TYP) (E) STRUCTURAL INSULATED PANEL (E) CONCRETE SLAB 6 4 #4 DOWELS (12" LONG) W/ EPDXY GROUT (TYP OF 2) NOTE. WOOD DECK NOT SHOWN FOR CLARITY L J rn L J I 2 SHELTER NE CORNER ELEVATION 22x34 SCALE. 1/2' 1-0' 111x17 SCALE. 1/4' 1' -0' PROPOSED ANTENNAS PROPOSED ANTENNA FRAME 4 "0 XX- STRONG PIPE MAST (E) WIRELESS SHELTER PROPOSED LOWER ANTENNA MAST CONNECTION PROPOSED CONCRETE FOOTING 18 "x18 "x12' DEEP 1 PLANS PREPARED BY PROJECT INFO' ISSUED FOR: VeriEW wireless We never stop working for you. 3350 161st AVE SE MS /7221 BELLEVUE, WA 98008 CENO NE ER ONE ENO ER NO NC 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE' (425) 487 -1732 FAX: (425) 487 -1734 EMAIL. i @c stone -engr com WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CONSTRUCTION PROPOSED UPPER ANTENNA REV: DATE: DESCRIPTION:= BY =CK:= MAST CONNECTION OQ 105 -12 -101 ISSUE FOR CONSTRUCTION QA 104 -03 -091 ISSUE FOR CLIENT REVIEW DRAWN BY 1 BMHIMWO 1 JRF IMW0 CHK. =APV LJS 1 JRF 1 MWO CURRENT ISSUE DATE. LICENSURE EXPIRES 05 -12 10 DRAWING INFORMATION: 02/15/12 I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED DRAWING TITLE. DRAWING NUMBER: STRUCTURAL ELEVATIONS DETAILS S-2 0 CEI JOB NUMBER: 09 -55130 (5%10/2010) Linda Pangrle RE. Permit #09 -347 for 850 Ediz Hook Rd Verizon Wireless Pagel' From Linda Pangrle To: Bill Powell Date: 5/10/2010 4 47 PM Subject: RE Permit #09 -347 for 850 Ediz Hook Rd Verizon Wireless On a valuation of $28,000.00 the plan check fee is $291.23, the building permit fee is $448.05, and the state surcharge is $4.50 The total is $743.78. 'Bill Powell' <bill.00welleCascadiaPM.com> 5/10/2010 3 19 PM They have decided to simply wait to do all of the work at once so there is no need to renew the application. We will simply apply for a new one. The valuation is up to $28,000 Can you send me a fee quote so that I can get a check? Thanks, Bill Powell M 253 225 -5870 Original Message From. Linda Pangrle fmailto .LDanarlec&citvofoa.usl. Sent: Monday, May 10, 2010 2.10 PM To Bill Powell Subject: Permit #09 -347 for 850 Ediz Hook Rd Verizon Wireless Hi Bill, My supervisor Sue Roberds, stated today that you may renew the above permit for 50% of the original building permit fee. The original building permit fee was $277 75, so the renewal fee will be $138.88. This will be the last renewal for this permit, so please complete the work and call for the final inspection within six months. Sue also stated you'll need to submit a new building permit application and related plans, site plan, engineering, etc. for the new foundation. The cost of that permit will depend on the valuation of the job I look forward to helping you move forward with this project. Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360 417 -4815 360 417 -4711 FAX IpanarleCa citvofoa.us S Application lqutr {BpN20 01') File Edit Commands. Help StionARer PUBLIC. SECTOR Na rut -rnc Application 09- 000003; 1O Bonds m Contractor escrow Fees 00 Global balance dui' Inspection history ED Miscellaneous Info ED Names fins Permits no Plan tracking Receipts Square footage cal DO Structures ED Valuation calculate Cancel •C Raft Refresh Lard Inquiry Documents uments ;Screen detail Property Information Address Location ID Owner name ASSESSOR PARCEL .NUMBER: ALTERNATE, ID; fa I 850 EDIZ,N00I< RD CELL r� j PORT ,ANGELES, WA 98362. 89182 AIRTOUCH CELLULAR 06.30- 00 -0 -0400- 5004 063000000400' 'Contractor Information Q -Contractor 'Name EAGLE C0fr9UNICATI61 .Contractor Number• 487 Type 'GENERAL Status ACTIVE Contractor Requirements ,Doc Number SRVCS IP �I IPERMIT 'FEES 1 277.75. ,1. ISTATE SURCHARGE 1' 4.50. 1 ill j ,J_! 1'Totals 1' 462.79 I .Zr Pr nt cancelled Application Information Application de Application status_ Status 'Date 4pplication'type .Application date Tenant' name /number. Outstanding Inspections Insp ID Type Q' BLDG iFOUNDATION Q .BLDG POST /COLUM Q BLDG FRAMING .00 .1 X110 (0 Pa,, s-k R .7- 15 2. 13g, RMV 7 INSTALL 9 PANEL ANTE PERMIT ISSUED 5/06/2009 COMM REMODEL 4/20/2009 VERIZON WIRELESS r) Schedule Confirmatior ..j Date Number PLAN CNECK FEES 180 54 00' .bo' 000000 BPc .00 1, .00 E000000 BPC,00 .00 I .00 1, owl (11/2/2009) Linda Pangrle RE Verizon Wireless project in Port Angeles WA From 'Bill Powell' <bill.powell @CascadiaPM com> To 'Linda Pangrle Lpangrle @cityofpa.us> Date 11/2/2009 10 58 AM Subject: RE. Verizon Wireless project in Port Angeles WA Thank you very much I will keep you posted Bill Powell Site Acquisition Specialist Cascadia PM LLC 8760 122nd Ave NE Kirkland WA 98033 Mobile 253 225 -5870 Fax: 425 671 -6201 Original Message From Linda Pangrle [mailto Lpangrle @cityofpa.us] Sent: Monday November 02 2009 10 17 AM To Bill Powell Subject: RE. Verizon Wireless project in Port Angeles WA Hi Bill Our Building Inspector Jim Lierly approved extending this permit through 05 -02 10 Please let me know when the work has been completed and is ready to be inspected Thanks Linda 'Bill Powell' <bill powell@CascadiaPM com> 10/30/2009 10 40 AM Linda Apparently the work has not started There is some holdup in obtaining the equipment that we need Is it possible to extend the Building Permit for another few months? Thanks, Bill Powell Site Acquisition Specialist Cascadia PM LLC 8760 122nd Ave NE Kirkland WA 98033 Mobile 253 225 -5870 Page 1 (11/2/2009) Linda Pangrle RE. Verizon Wireless project in Port Angeles WA Page 2 Original Message From Linda Pangrle [mailto Lpangrle @cityofpa.us] Sent: Thursday October 29 2009 11 18 AM To Bill Powell Subject: Verizon Wireless project in Port Angeles WA Hi Bill I'm contacting you to confirm whether or not the Verizon Wireless project is completed The project is located at 850 Ediz Hook Rd in Port Angeles WA. The permit is #09 -347 and was issued on 05 -06 -09 Nobody has called for any inspections regarding the project. Please let me know if it is ready to be inspected and provide me a local name and number of someone who can provide access to the facility if needed Thanks Linda Pangrle Permit Technician City of Port Angeles 321 E 5th St. Port Angeles WA 98362 360- 417 -4815 360- 417 -4711 FAX Ipangrle @cityofpa.us 4 Owner AIRTOUCH CELLULAR DBA VERIZON WIRELESS MS231 BELLEVUE (253) 225 5870 Structure Information Construction Type Occupancy Type Permit Additional Permit pin Permit Fee Issue Date Expiration Qty 13 00 Permit Fee Total T.FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc RMV 7 INSTALL 9 PANEL ANTENNAS CABLE ON BLDG desc number Date WA 98008 Fee summary Charged 09 00000347 180757 850 EDIZ HOOK RD CELL 06 30 00 0 0 0400 5004 VERIZON WIRELESS COMM REMODEL INDUSTRIAL HEAVY 15000 Contractor 000 000 9 PANEL ANTENNAS CABLE ON BLDG UNKNOWN FACTORY INDUSTRIAL BUILDING PERMIT COMMERCIAL 9 PANEL ANTENNAS /CABLE ON BLDG 144477 277 75 5/05/09 Valuation 11/01/09 Unit Charge Per BASE FEE 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments April 24 2009 4 28 45 PM sroberds The proposal will modify an existing unmanned telecom facility by removing 7 antenna and adding 9 in the PBP zone No additional height or area is approved with this permit Any modifications to the City s electrical facilities will be at the customer s expense MAINTAIN CLEARANCES FROM SERVICE WIRES Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE EAGLE COMMUNICATION SRVCS INC 1026 26TH AVE NW SUITE C GIG HARBOR WA 98335 (253) 858 9611 Plan Check Fee Paid Credited 277 75 277 75 00 Plan Check Total 180 54 180 54 00 Date Due 5/06/09 Extension 95 75 182 00 4 50 00 00 180 54 15000 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void tf work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora 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. 7 Wilikki (I/ .0eArel( .1( eA Q o kP RJ` N` Swe' r 6 \kJ O P3 C 7r\ D1\ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date Accepted by Date Accepted By Application Number Application pin number Other Fee Total Grand Total T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 4 50 462 79 09 00000347 180757 4 50 462 79 00 00 Page 2 Date 5/06/09 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 5 r 77,6(k, 4) g6,), Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type 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 AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs WaIIsJ Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date Accepted By INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Block:ra Hold Dowry' Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping 1 SHORELINE. FINAL 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 /Building Permit Comments FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date 0 W Accepted By l aetrzetiSel G (5/6/2009) Linda Pangrle Verizon Ediz Hook BP contractor info and Fedex shipping label Page 1] From 'Bill Powell' <bill powell@CascadiaPM com> To <Ipangrle@cityofpa.us> Date 5/6/2009 11 02 AM Subject: Verizon Ediz Hook BP contractor info and Fedex shipping label Attachments 07 -09 WA Contractors License pdf https_www fedex.com_shipping_html_en_Prin tlFrame pdf Linda Thank you very much for your help on this Let me know if you have any trouble with shipping The contractor info Eagle Communication Services 1026 26th Ave NW Suite C Gig Harbor WA 98335 License number EAGLECS972QL A copy of their license is attached I've also attached a Fedex shipping label You should be able to print it and stick it on the front of the Pak. If they give you any difficulty let me know and I will take care of it. Thanks again Bill Powell Cascadia PM LLC Mobile 253 225 -5870 Fax: 425 650 -7076 Bill Powell @cascadiapm com www cascadiapm com <http. /www cascadiapm com F6254/5.L606, (B/Q7) DEPARTMENT OF LABOR AND .INDUSTRIES REGISTERED AS :PROVIDED BY L A W AS :COST COT GENERAL EAGLE COMMUNICATION SRVCS INC 1026 26TH :AVE NW., SUITE C GIG HARBOR WA "8335 Detach And Display Certificate (10/30/200,9) Linda Pangrle RE Verizon Wireless project in Port Angeles WA Page 1 From To Date Subject: Linda 'Bill Powell' <bill powell@CascadiaPM com> 'Linda Pangrle <Lpangrle @cityofpa.us> 10/30/2009 10 40 AM RE. Verizon Wireless project in Port Angeles WA Apparently the work has not started There is some holdup in obtaining the equipment that we need Is it possible to extend the Building Permit for another few months? Thanks Bill Powell Site Acquisition Specialist Cascadia PM LLC 8760 122nd Ave NE Kirkland WA 98033 Mobile 253 225 -5870 Original Message- From Linda Pangrle [mailto Lpangrle @cityofpa.us] Sent: Thursday October 29 2009 11 18 AM To Bill Powell Subject: Verizon Wireless project in Port Angeles WA Hi Bill, I'm contacting you to confirm whether or not the Verizon Wireless project is completed The project is located at 850 Ediz Hook Rd in Port Angeles, WA. The permit is #09 -347 and was issued on 05 -06 -09 Nobody has called for any inspections regarding the project. Please let me know if it is ready to be inspected and provide me a local name and number of someone who can provide access to the facility if needed Thanks Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles WA 98362 360- 417 -4815 360- 417 -4711 FAX Ipangrle@cityofpa.us c� pr✓� f1P0` i 1 1 (4/21/2009) Linda Pangrle Re Verizon Page 11 1 From Linda Pangrle To Ken Dubuc Date: 4/21/2009 8 58 AM Subject: Re Verizon ok. Thanks. Ken Dubuc 4/21/2009 8 55 AM Linda I received your phone message about the Verizon antennas I don't need to see those. You can route them to whoever is next in line. Thanks, Ken CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant 1/ t cfo CASCatiiA Ph ne Property Owner V -i zoc, ►^06040 Phone Property Owner's Address 335o 5 1 1 Av $E beSevt Wig Contractor 0 �k E a�A(� Cavr�.v jy c tA-t h Setrvt(�eS Phone e yt� Contractor's Aadress 10 J,21 Nit' License Eo 91 Q L_ Expires E -mail PROJECT ADDRESS 'W50 (.J e i I1ook i oa Por-r 4,100 Parcel Number 0 VS 0000 00 x( 00 5o 0'L Lot Lo>Y 5 Zoning Proiect Type it Brief Des Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas )k CASCADIA PM BUILDING PERMIT APPLICATION Print in ink criotion. _1 40611 4C 047,0 4 GUn 6 0; S (A hAA &Ain cot IP.(°t,er)wuau.w,cA i Din 5 crc,, l t4-L, r✓e K s s+ti e t_ j 1 -4 -M4-0 [a l n It 7 lams,( atiATeG(N A. 5 Sr C(a �a e m.K2c `�,•,•ihA �c. �L5 50G.,aJ ook.y d a( table Vt apt ex s L. +2r. House garage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) Proposed (sq. ft) BILL POWELL Site Acquisition Specialist 8760 -122nd Avenue NE Kirkland, WA 98033 T 425 828 1008 M 253 225 5870 F 425 650 7076 bill.powell @cascadiapm.com Cascadia PM, LLC www.cascadiapm.com Residential Multi- family p Commercial Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type per sq. ft. For City Use Only Date Received i' i'7— O Permit Q3- pate Approved 53 ..Z2-577 2. 5'5 225' "g 7v 17003 of bedrooms of full baths of half baths Industrial .5, 006 00 TOTAL VALUATION I S 000 0 0 Total footprint of structures sq ft. T 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 I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain, permits prior to w rking n projects Date V //S /200/ Print Name U� I /70 lkt �it). ()owes Signature 7 T:Forms /Building Division /Bldg Permit.doc 4 9: "4.114:. City of Port Angeles Attn. Building Permit Technician 321 E. Fifth Street Port Angeles, WA 98362 RE Verizon BP Application for Antenna Modifications Ediz Hook Dear Technician, Enclosed is our Building Permit application for antenna modifications at Venzon's existing facility on Ediz Hook. There are 3 sets of stamped plans on 11x17 paper and one set on 8 -1 /2x11 There is also 3 sets of stamped calculations that accompany the plans. The enclosed check is for $462.79 is from a quote over the telephone Please contact me if any further information is needed. Sincerely, Bill Powell Cascadia PM E bill.nowellna,cascadianm.com Phone 253- 225 -5870 Cascadia PM, LLC Corporate Headquarters 3322 South Bay Road NE Olympia, WA 98506 360 438 8002 www.cascadiapm.com 5950 S. Willow Dr Suite 304 Greenwood Village, CO 8011 I 303 694 7600 1 130 N. Nirnitz Hwy Suite A -200 Honolulu, HI 96817 808 536 7400 5501 NE 109 Ct Suite A -2 Vancouver WA 98662 360 885 9200 Precision Program Management 8760 122^ Ave NE Kirkland, WA 98033 425 828 1008 44/9/2009) Linda Pangrle Re Fwd Building permit fees From Linda Pangrle To Sue Roberds Date: 4/9/2009 3 00 PM Subject: Re Fwd Building permit fees I talked with him earlier today and gave him the permit fees. Sue Roberds 4/9/2009 2.58 PM Will you please respond to Mr Powell I think he called yesterday Thanks, Sue 'Bill Powell' <bill.00wellaCascadiaPM.com> 4/9/2009 1 PM Verizon Wireless is proposing to modify our current installation on Ediz Hook in PA. Can you please tell me what fees would be due at submittal? The work is valued at $15 000 00 Thanks, Bill Powell Cascadia PM, LLC Mobile' 253 225 -5870 Fax: 425 650 -7076 Bill. PowellOcascadiaom. com www.cascadiaom.com (htto: /www.cascadiaom.com/ Page 1 VICINITY MAP APPROVAL SIGN OFF !APPROVED BY: DATE 1 SIGNATURE SITE ACQUISITION ZONING RF CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 1 DRIVING DIRECTIONS NWT 104TNOx+e FO MOUNT 4 w WI1EEP LEF AT 844001NT&TO OEFJ.1 x TONE 017.0 NO0 PAW FO MERGE EMI M IO 0 TO ZG T8 VERGE OII TAKE 1 FET AT THE WL TO 41 1 400 O iOOOO 4 1 W MERGE 0M0 140 E L14CE O ON 1 T 10N 04 A'4AELAWTOE MONT V1 PAM 105 WAY w AND 1.00NTl 8 0 0 40 101 O 0 W RE 44 CONTINUE UE HO MV.M'A1 01 TURN N1UrhTE41143 4VMIM.C 114E 08OS OT R8 0 0E 11 50 1Ef 1 0 TN GTAT TW& 1 U N TURN TNUE 5 E Ji o4,7 !000144 r0F 1 12L05 0 4 .4 4RE rw1 0 0N09N.L0 N 10ANI rxEE MET TAVAICO T 10P. MTV 10 OLE0w 844014 4 088 CON ON NU E 00104 .10 1 ONRO E0 ONTO UO•I8 .0 THE WU0I8 MON rt NPXP COP w n4: MATTE 6 08 SUT 8 0 0 E5 0 9 08 In OM6 WIONTHE MOAT eFNa sr COP nlNeoxlwuN o OM�N1a x rN0F In MOM WI ON T1 WDHr APPLICANT! LESSEE: VERCON WIRELESS 3350 1131s1 AVENUE SOWN 88(104UE. WA8Rp8 PROJECT INFORMATION PROJECT ENGINEER CORNERSTONE ENGINFFRINO. INC 12528 WOODINVILLEREOMOND RD N E. SURE 210 WOODINVILLE, WA 86072 MARK W OLSON, P E. PH: 1126) 467.1732 'FAX. (425)401172 CODE INFOITMA1 ZONING CLASSIFICATION BUILDING CODE: CODE INFORMATIOIO CONSTRUCTION TYPE OCCUPANCY JURISDICTION PROPOSED BUILDING USE SITE LOCATION: PASEO ON NAD 831 48' 35' 30.1r Iv 123 MT 00'W NIA 50VAMSL LATITUDE: LONGITUDE: TOP OF STRUCTURE: SASE OF STRUCTURE PROJECT AREA: NM EXEMPT LAND 2095 180 EIMU.222 F 2005 NEC 3 ASCE 795 TELECOMMUNICATIONS UNOCCUPIED CITY OF PORT ANGELES UNMANNED TELE :COMM GENERAL INFORMATION 1. PARKING REOUIREMPJKTS ARE UNCHANGED 2 TRAFFIC I5 UNAFFECTED. 3 NQSIGNAGE IS PROPOSED. NQ ADDITIONAL IMPERVIOUS AREA IS PROPOSED. verizo wireless WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY PROPERTY OWNER: *10200CH CELLULAR ORA VERIZON WIRELESS MS 231 15200 5E EA7TGA7E WY BELLEVUE. WA 08008 PROJECT MANAGER CASCADIA PM. LLC 0200122ND AVE NE KIRKLAND WA 60033 CONTACT EULL POIVELL PM (425)525-1M PARCEL NUMBER)S): 0530000004065004 Af10A UP PARCE■ WA NEW IMPERVIOUS AREA: 0 50 FT PRO DESCRIPTION: THIS PROPOSAL 15 FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF THE REMOVAL/ REPLACEMENT OF (T) PANEL ANTENNAS WITH (0) NEW PANEL ANTENNAS AND (4) NEW ANTENNA MOUNT'S ALSO THE ADDITION OF (12) WS COAX TO EXISTING PROPOSED ANTENNA MOUNTS ON AN EXISTING SHELTER. DRAWING INDEX °W 08SCa7PTIOA. 7 I.TRLE SHEET 01-1 1 GENERAL NOTES 'A-1 I SITE PIAN A -1.1 1 ENLARGED SITE PLAN- A-2 I SOUTH& EAST ELEVATIONS AS' I EXISTING 8 PROPOSED ANTENNA PIA NS. A.4 I ANTENNA DETAILS 8.1 .1 STRUCTURAL NOTES 6 EQUIPMENT SMELTER PLAN S-2'• I STRUCTURAL ELEVATIONS& DETALS LEGAL DESCRIPTION BLDG Ok EXEM LAND 610 0000 LT 5 SEE ASSESSED BY STATE 124 2 PREFAB BACKUP GENERATOR AVM UTILITY COMPANY'S POWER EPA 1-000- 252-3713 TELEPHONE VER40N COMMUNICATIONS 1- 850.543.0211 •velein t wireless Narem YNP 4 411 Irma R!w( fk.b, wE. rvAmla :PLANS PREPARED 07: �wwcrtsroe e 40N NC0S 0...84 04070 RO NE P.R1T r W00■Nvna wA010 NONE 1 21 1M ITN sit— :PROJECT INFO: WA1 EDIZ HOOK 260 W EDIZ NOOK RD PORT ANGELES, 1NA tA'J22 CLALLAM COUNTY ISSUED FOP CLIENT REVIEW :REV :DATE DESCRIPTION. =3Y: =CIE 1 I I I I 1 1 1 I I I I I I I I I I I I I�I04 -0399 115 5UE FCR IJRF151217 It CLIENTREVIEW :DRAWN 07' CIIK I LIS I MP I WO I :CURRENT ISSUE DATE 11 04-03-09 I I LIDENSURE. :DRAWING INFORMATION. a 8 4 8 0 1 4 5 OC TRA.1Gx W'ST 454 5111.005 NO ADVISE CON6AT0NTS GP ANT MCAT l40C5I5LONS 1L RE•AD. E.. 4/GAIN SoTI W4I 04 CEO v'NE U0E1 E+LSO 0NCOMAwE .14g1 N 6Et i a04! I ROPREIn v ev NlN9E YUS[09050.05UR8 6 EU c a ■ENT G 700b14A10 DRAWING TIT Lc TITLE SHEET :DRAWING NUMoc.. T -1 A GEIJOB NUMBER 09.551301 GENERAL NOTES: THE PROPOSED INSTALLATION WILL BE UNMANNED AND DLHES NOT REQUIRE POTIAI.E WATER OR SEWER SERVICE. 2 THE PROPOSED INSTALLATION LS UNMANNED AND IS MAT FOR HUMAN HABITATION NO HANDICAP ACCES5 09 RF.OUIRED) OCCUPANCY i5 LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIM■TELY 2 TIMES PER MONTH, 57 VERILON WIRELESS TECHNICIANS NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL 5 OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL. ARE UNDERSTOOD TO BE THE LATEST VERSION 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY DIAMNENA UNDERSTAND THE SCOPE OF THE WORK REWIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM 3. WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ONTHESE DRAWN/R.1HE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BYTNE CONSTRUCTION MANAGER Y CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS 100057IRM LENGTHS OF CABLE 6 TRAYS, ELECTRICAL LINES AND ANTENNA CABLES. 10 ROUTING OF ALL 00NOUIT9, CAN E.S. CABLE TRAYS. ETC IS INDICATED AS PROPOSED LOCATIONS ONLY CONFIRM THE EXACT ROUTING WITH THE ON.8024 CONSTRUCTION MANAGER PRIOR TO THE STMT OF WORK ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE 6 PRE CONSTRUCTION C,...,,,,..n, OR BETTER 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP PROVIDE AMINIMUM OF 72 HOURS NOTICE TO CONSULTANT 13 REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM TIE SITE THROUGHOUT THE DURATION 7 OF THE CONTRACT ON DAILY BASIS AND UPON CONFLATION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER I O5TA AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REWIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER 9 VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION 11 15 PROVIDE VERIZONW1RELESS WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERSON WIRELESS. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM 7145 CONSULTANT, FAILURE TO OBSERVE THIS RULE MAY RESULT 04 CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE ABBREVIATIONS: AFF AEG ALUM *8 ARCH BLDG BM 8O 80. 805 f GIG 09 C OL CO NC CON8T CONT DIA 011 EA ELEC EL 50 EW EXP EXT FO 'FIN FIN FIR PLR FIG GA GALV GYP GB HE NOR ABOVE FINISHED FLUOR ABOVE FINISHED GRADE ABOVE P14419100 STAR ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUKOING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROLS:MT CENTER LINE CEILING CLEAR CONCR TE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMFIF 0E7A L EXISTING EXPANSION JOINT ELECTRICIELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR ORAN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD I IOLLOW METAL HORIZONTAL STD' 'STL. STRUC TEMP INK TO. TO5 TOC TYP FIT HEIGHT ONO HVAC HEATING VENTILATION AIR CONDITIONING VERT IN5111. INSULATION W1 1NT INTERIOR. VAYM LIT JOINT LAM LAMINATED LF LINEAL FOOT. MANUF MANUFACTURER MAX MAXIMUM TECH MECHANIGLL` MN MANHOLE MM MILLIMETER MIN MINIMUM MI5C MISCELLANEOUS MPH MILES PER HOUR 1411, METAL NIC NOT 114 C ENACT NOM NOMINAL NTS N01 TO SCAT OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPNG OPENING OPP OPPOSITE PCS PERSONAL COMMUNICATION SYSTEM PLA P R PAR PSI POUNDS PER SQUARE INCH PSF POUNDS ER SQUARE FOOT PT, PRE55URF TREAT D RAD RADIUS RD ROOF DRAIN REINE REINFORCED/REINFORCING REO'D REQUIRED RN ROOM RM' RIGHT OF WAY S CHEE) SCHEMA7 SECT SECTION SF SQUARE F007 ,SUM SIMILAR SQ FT SQUARE FOOT SS STAN.CSS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH CONCRETE NOTES: STRUCTURAL NOTES: 1 ALL CONCRETE CONSTRUCTION SHALL BE I ACCORDANCE WITH ACI -318, 2. CONCRETE SHALL BE MIXED. PROPORTIONED. CONVEYED MID PLACED IN ACCORDANCE WTTN IBC 21D65ECTAN 1905 AND ACI 301 STRENGTHS AT 76 DAYS AND MM CRITERIA SHALL BE AS FOLLOWS. TYPE DP CONSTRUCTION A. 'SLABS ON 6RADE TOPPING SLABS CONCRE40 PIERS B ALL STRUCTURAL CONCRETE C CONCRETE FOUNDATIONS LEGEND AND SYMBOLS: CHAIN LIN FENCE CEDAR FENCE POWER TE100 REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION DUG S DAY (Te) 3000 psi 4000 Psl 3000 pal CEMENT SHALL BE ASTM 0160. PORTLAND CEMENT TYPE II UNLESS NOTED OTHERWISE. THE CONSTRUCTION MANAGER SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AI4ENTRAINED WITH AN AIR -ENTRAINED AGENT CONFORMING TO ASTM 0260 0494; C616. C886 PND 01017 TOTAL MR 004115NT SHALL BE IN ACCORDANCE WITH TABLES 1904 OF THE IBC 2006 REINFORCING STEEL SHALL CONFORM TO ASTM AIRS EXCLUDING SUPPISMENT 51). GRADE SO, Ij.. 80 000784. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40.15 40.0000*. GRADE CO REINFORCING BARS INDICATED ON DRAWINGS /OBE WELDED SHALL CONFORM TO ASTM A709. REINFORCING COMPLYING WITH ASTM A6151S1) MAYBE WELDED ONLY IF MATERIAL PROPER, Y REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWB D14 ARE SUBMITTED. ROI..: STEEL SHALL BE DEEM.ED(INCLUD NO HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 316 LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 90 BAR DIAMETERS ORA MINIMUM OF 7.1)'. PROVIDE CORNER BARS AT ALL WALL ANN FOOTING INTERSECTIONS LAP CORNER BARS AT LEAST 311 BAR DIAMETERS OR A MINIMUM OF ZiP LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT BIDES AND ENDS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM *615, GRADE 60.15 R 60,000 pal. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR M...,,,. c.. BYTHE ENGINEER OF RECORD 10. CONCRETE PROTECTION COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A FOOTINGS AND OTHER UNFORMED SURFACES. EARTH FACE B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER C. SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOME BRICKS 12. ANCHOR BOLTS TO CONFORM TOASTM A207. 19 NONSNR1NK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL ILE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED R0C0MMENDAT10NS GROUT STREN011• SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 Pal MINIMUM). POWERTE1.CO COAX 5044 OVERHEAD POWER CENTERLINE 3' (88 BARS OR LARGER) T (95 BARS OR SMALLER) 1 1/Y Eq Lp0 34' w D (X DETAIL HOMIER 'SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL MIER SHEETNUL180R 1, SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL SE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION 2. STRUCTURAL STEEL DESIGN, FABRICATION, AMONG AND ERECTIO4 (INCLUDING FIELD WELOINQ. HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS AND 0561EAL ED EXPANSION ANCHORS) SHALL BE BASED °NINE MSI'SPECI !CATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2008 CHAPTER It BY A QUALIFIED TESTING AGENCY DESIGNED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OFALLINSPECTION REPORTS AND TEST RESULTS 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: tl 7. 9 10 TYPE OF MEMBER A 5105 FLANGES B PLATES, SHAPES, AN04105 AND RODS C SPECIAL SHAPES AND MATES D PIPES E. STRUCTURAL TUBING F ANCHOR BOLTS G. CONNECTION BELTS ALL MATERIAL TO BE NOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM Al231 Al23MNM ALL WELDING SHALL BE IN CONFORMANCE WITH ASC AND VERSON WIRELESS STANDARDS AND SHALL BE MR/ ORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS LAS DEFINED BY VERSON WIRELESS) SHILL BE USED. WELDING OF GRADE 80 REINFORCING BARS (IF. REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES, WELDING OF GRADE 40 REINFORCING BARS (IF REOUIRE0) SHALL BE PERFORMEDUSING E70XX ELECTRODES WELDING WITHIN 4' OF COD BENDS IN Raw.../... m STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SWIPE, SIZE. AND GAGE SHOWN ON THE PLANS PROVIDED MINIMUM SECTION PROPERTIES INDICATED. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE MSI'SPEC171041 ION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS' BOLTED CONNECTIONS SHALL USE BEARING 1 YPE ASTN A322 BOLTS 134'01 AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL ASSEMBUES ARE TO BE TIGHTENED 04 ACCORDANCE WITH 'SPECIFICATIONS FOR STRUM/RAJ. JOINTS USING ASTM A325 MA490'. NNE 30 200N, FOR BEARING-TYPE CONNECTIONS AS A MINIMUM THE BOLTS SHALL BE LIGHTENED TO A'SNUG TIGHT' CONDITION. A'SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN AJOINT ARE IN FIRM CONTACT. THIS MAYBE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH DR THE FULL EFFORT OF MAIN USING AN ORDINARY SPUD WRENCH. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 2189 AS1M A307 BOLLS UNLESS NOTED OTHERWISE ALL WELDS TO SE. 1N R.LETUM,E58 NOTED OTHERWISE- TOUCH UP All FIELD DRILUNO AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PANT) OR APPROVED E0UA1. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS IN ACCORDANCE WITH 18C 7008 SECTION 174, SOILS4GEOTECHNICAL O 5605150 INSTALLATION AM) MONITORING °OBSERVE AND MONITOR EXCAVATION °VERIFY SOIL BEARING pal BEARING 'OSUBSURFACE ORANALTEP ACEMENT '0 VERIFY FILL MATERIAL AND COMP ACTION '1 VERIFY CONDITIONS AS ANTICIPATED o PILE PLACEMENT (AUGER CAST /DRIVEN PILE) O 01HER REINFORCED CONCRETE' o REINFORCING STEEL AND C0NCR0TE PLACEMENT 0PRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION °BATCH PLANT INSPECTION LISHOT CRETE L)GROUTING OWNER 01R11011114.44. STEEL °FABRICATION AND SHOP WELDS °ERECTION AND FIELD WELDS AND BOLTING 001HER STRUCTURAL ALUMINUM: °FABRICATION AND SHOP WELDS °ERECTION AND FIELD WELDS AND BOLTING O DDER STRUCTURAL MASONRY. °CONTINUOUS °PERIODIC OTHER NONE REQUIRED ASTM ARSE, FY :00 MI ASTMA36:Fy °38151 ASTM A512, Fy 442Xs1 A5144 A82, Fy 361st A5TM AB00.. 48A81 *5TN *307 ASTM 0225 MC14015140 TO CONCRETE• 0801.16 INSTALLED IN CONCRETE CPOS I- INSTALLATION ADHESIVE ANCHORS 0705 184716411* ION ECHANICAL ANCHORS :PLANS PREPARED BY. Ew 1 s. .17NN1NN 00N0 0000UN16E AIMMONII 16 0 *414104x541 µ0D12 00X1 4031487 10 :PROJECT I1470 :ISSUED FOR R EV: :DATE DESCR I I I I I I I I I sI N -03a9 m S EM FO REVIEW JRF1MWOI :DRAWN BY: CHK:=ARV. I 145 I 4RF I MWO� :CURRENT 15010 DA17 04-03-09 :UCENSURE :DRAWING NUMBER CU JOB NUMBER verignwireiess IW ro,Pr4a3DMM'0b4af M SE WA1 EDIZ HOOK 850 W 0012 HOOK RD PORT ANGELES. WA 98362 CLALLAM COUNTY CLIENT REVIEW n rE aREa vial :OAWINO INFORMATION: D0 NO19CMi DRAM= (MIRK 1 EAT0ER AM 9MFM9MNSM0 AI ME COMMA R 0E MY LIMNS ENDOM15610Mf ALL 404110u%1MIEa OPT 5M4NM ME 'PRIMED MEg E' PEA CCPI t104'079A11030OMW n 1 10:u11 9 PROM 418441814011Rj o 95705069 01488 MOMO2154115 30141. 0 WEE 00 510 S SEAMPLN PR01 :DRAWING TITLE GENERAL NOTES G -1 A 09 -05130 1 It la1T SCALE: iir .1 --g (E) VERIZON WIRELESS ROOFTOP ANTENNA MOUNT W EDIZ HOOK RD (E) VERIZON WIRELESS EQUIPMENT SHELTER 1 I_� (E) UTILITY POLE PORT ANGELES HARBOR (E) OTHER WIRELESS I CARRIER EQUIPMEHT �JL COMPOUND R i (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE (5) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (E) CONCRETE PAO (5) OVERHEAD UTILI Y 115E PLAN NORTH I1 :PROJECT INFO. ISSUED FOR' vedipporeress :PW1SPREPAREDRY: OM 4,1.44 +an 4CCOMVa.tEA OMOR W00OlUV AVM 40 4E n51 ,n Eu HBi na WA1 EDIZ HOOK .850W EDIZ HOOK RD PORT ANGELES, WA 09794 CIALIAM COUNTY REV._DATE.: =CESCR 105.= UY: =OK.- I I I I I 1 I I I I I II P1L7 ICLIENTREVIEW I JRFIMWOI CLIENT REVIEW :DRAWN BY: CHK =APV 1 1 LIS 1 JRF 1 MWO I :CURRENT ISSUE CATI' I 04 -03-09 I I LICENSUP" E 0v1N15 I :DRAWNG INFORMATION CO toot SCALE 0443nt05 00011 11.0.131 YERl1 05L OMENVCV5040,1305E C 4&11. NT50EAM 505420240001551025 •1 aL 0 0 WV 40 S10 ME LATES MO 14 A0E ICU 10101 2000400 1 a 00.4 4 a 4201404 ^0.05501051420 0044 U•N SRELA C Et11 5 :ORAWINGTITLE 'SITE PLAN :DRAWL G NUMBE. A -1 A I CFI JOB NUMRFR 094551301 ENLARGED SITE PLAN 22014 SCALE. UM 10 II1A17 SCALE 1 OOD (E) EXHAUST pwe )TEITEEETT". F 1 LI (E) VENT HOOD (E) (2) UNISTRUT ANTENNA PIPE MAST MOUNT TO REMAIN (TYP 0021100). 1 PROPOSED ANTENNA I 4 CELLULAR HILO"' -TALL) W1 .-"F... It, NEW ANTENNA PIPE MAST t PROPOSED ANTENNA I I PCS (4 TALL) W/ PROPOSED I i„- ANTENNA L PIPE MAST NOWT 84 1- I I PROPOSED ANTENNA mama (SW TALL) Wi NEW ANTENNA ii PIPE MAST TEI010E/WAVE (TO REMA(N) t. I 114 L il MOUNTING HARDWARE TO 4 II A (El ANTENNA PIPE MAST REMAIN (MODITY tO SUIT '1 NEW PANEL ANTENNAS) "L 7 I'L i PROPOSED PANEL ANTENNA WALL MOUNTING HARDWARE (0) VERIZON WIRELESS. EQUIPMENT SHELTF.1 1.114.11.) Lill" 1117 (E)HVAC (F)HVAC PROPOSED ANTENNA PCS HILIP TALL) PROPOSED ANTENNA CELLULAR ISA TALL) PROPOSED ANIELINA 700MHZ (SW TALL/ (E) UTILITY POLE 7 2! L (El WOODEN DECK tErE,TETTE(TITE),; 'ITEE,TEEIrf Err TT' PROPOSED ANTENNA. MAINZ (0 TALL) PROPOSED ANTENNA PCS (4 TALL) i4L-u44 -1'''' ..1 1 1 I 1... PR OSED ANTETITIA CELLULAR (r-o TALL) (E) OTHER )MRF_LESS CARRIER EQUIPMENT TITER /1 LULL (E) BOLLARD OW, 1 4 1 CHAINLPIK FENCE L Wi 0) STRAND GIRDED WIRE I 41 (E) OTHER WIRELESS WIRIER ANTENNA LATTICE TOWER )01 CONCRETE PAO PLAN NORTH 1 Vepflwfreless Ittniewdep *FMB kirmu A N nen Dt DA :PLANS PREPARED BY. :DRAWING TME qi54 NOMA. L DIVJA 0000 0010 0 2400 1. 429 11 .4144 11.411,1em :PROECT INFO' :ISSUED FOR CLIENT REVIEW jj :REV.:DATE =SESCRIPTION=BY=CIL- 11 1 1 1 11 1 11 I I I IZS FOR B., IJRFIMWO :DRAWN BY: I LJS I ELF I :CURRENT ISSUE DATE I 04-03-09 :ucEsiuAt :DRAWING NUMBER I CEI JOB NUMBER. WA1 EDIZ HOOK B51) EDIZ 1400IC RD PORT ANGELES. WA MOW CLALLAM COUNTY Rums ammo :DRAWING INFORMATION. A E MOND, CO55151.505511. YEAR ALL 549.0 v A Amy 5.0 5 111 565,56 DA 1 Da. 5 ASCD D a 5 D OVI D 5 5.01. 1.f St D 05u. ON NAM ELATE 0 WAD I 5 InliKti A-1 1 A MVO 1 I ENLARGED SITE PLAN 09-65130 PROPOSE), VERIZON WIRELESS PANEL ANTENNA SEE SHEET A• FOR MODELS S LOCATION(TVP OF 9) TIP HEIGHT OF PROPOSER A VERIZON WIRELESS ANTENNAS PEL 22'47 PROPOSED ANTENNA PIPE MAST REPLACEMENT (7YP OF 2) SEE SHEET S-1 PROPOSED ANTENNA PE NAST MOUNT SEE SHEET SI GRADE �EL 9'JT (ASSUMED) EAST ELEVATION 22831 SCALE 3)1S' 11817 SCALE. 3132'. TIP (E) OTHER ■IRELESS CARRIER LATTICE TOWER (3) OTHER WIRELESS CARPER ANTENNA MP) (EjVERIZON WIRELESS MICROWA (TO REMNM (5) VERIZON WIRELESS EQUIPMENT SHELTER TIP NEIONT OF PROPOSED VERZON WIRELESS ANTENNAS EL 22'4' AGL IE) VERIZON WIRELESS ROOFTOP ANTENNA SKID (TO REMAIN) (E) VERIZON WS)ELESS W /(3) STRAND BARBED WIRE EQUIPMENT SHELTER= GRADE EL 0'AJ' (A59VMEU) (E) VERIZON I IPELE5S MICROWAVE (TO REMAIN) (5) OTHER WIRELESS CARRIER ANTENNA MR) 2 SOUTH ELEVATION 22839 SG 1 P 328' 51'.2 1 11x17 SCALE 3(31 (5) OTHER WIRELESS CARRIER E0UFFMENT SHELTER (Ey CMUNLINK FENCE I N (3) STRAND 9AREED WIRE ISSUED FOR. ven zgnwlreless I»M.N��b>aE :PLANS PREPARED BY 140114.0O0'Wr4EAE0PC$D 61305 6 KOLA WA ON V i�\ F1N4 N,f 12 f EV.V .@....e!wym. J 3.1 WO. (E) OTHER WIRELESS CARRIER LATTICE TOWER i WA1 EDIZ HOOK NN 850 W E D I Z HOOK RO PORT ANGELES, WA 98382 CLALLAM comm. REV. :DATE ,.,.DESCR PTION=BY �CK:� I I I I I 1 &10 1ClIENT RENEW I JRF IMWO� PROPOSED VERO�R WIRELESS ,„r'"` PAN LANT NNA "SEE SHEET :DRAWN BY: CNK APV AJ FOR MODEL/ 8 LOCARON _if ,f (TYP OF 9) i LJS 1 JRF 1 NWT/ :CURB ISSUE DATE. I 04- 03.09. 11 DRAWING INFORMATION CLIENT REVIEW 00 HOI SCA&E DRAWIHOS W111/VOA OUST EKE, ADrSEC 0 910,15A40 NSAu ✓F2ous5552! 4 v 1 203 D E SUNASEAS110T O Sf5TA 5 i0f0K.a110 7 0 0 708 D NT 9E E DODOE 14 A 1EESA,n I 0,1Ft A O:SCtD'�UK: 011411 MAN WVCH 51 Dt E Nnc r NENNi :DRAWING TIP C' SOUTH 8 EAST ELEVATIONS :DRAWING NUMSP^ A -2 A 1051102 NUMRFR 09551:01 PROPOSED ANTENNA SEE DETAIL tIA4 PROPOSED ANTETINA SEE DETAIL 11A-4 -11111. 'GAMMA PROPOSED 000600A0 SEE OETAIL 110-4 PROPOSED ANTENNA 2' SEE DETAIL 55A-4 PROPOSED ANTENNA SEE DETAIL 2104 n PROPOSED ANTENNA PLAN 2264 SCALE NTS 111111 SCALE NTS VER20N WIRELESS EOU1PMEN r SHELTER '_11.11,111 PROPOSED ANTENNA V' 060 061011. 110-4 PRP050036MIOE SEE DETAIL 100.4 'ALPHA PROPOSED ANTENNA SEE DETAIL 130.1 (E) VERIZON WIRELESS E0U1PMENT SHELTER (E VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) VER1ZON WIRELESS mOROWA 06080660 10 8866016 PROPOSED ANTENNA 1' SEE DETAIL 2M-4 NOTE: CONTRACTOR TO REMOVE AIL MISTING VERIZON WIRELESS PANEL ANTENNAS MI PANEL ANTENNA TO OE REPLACED (TYP 06 27^, (0) PANEL ANTENNA TO SE REPLACED rTYP or 51 Ery ,r1r1=fritffry TT I '1"MT n,T-T m-f—rr-t1 1 r vi 2 EXISTING,ANTENNA PLAN 22634 scale 132 1.0 111:17 SCALE. lir .1.4. 0 5 -ALPHA- it 41 t.4.i.- 1 1 1'1 ;1 P/ 1:1 .3 LLD d IL, -1 .1 LI, 111. .11 .T1 (E) ACCESS DOOR =PLANS PREPARED as rET VERIEDN WIRELESS ROOF !UP ANTENNA SKID TO REMAIN (El VER)0ON WIRELESS MICROWAVE ANTENNA REMAIN Verizgowitere murREKIIP.NAlubrrar L- 11. 11193.00.x....1[04 teD00. 00116 0 732 110 elbomergim win :8626001 66' 235860 FOR WA1 EDIZ HOOK 650 ■nt EDIZ HOCK AD 'PORT ANGELES, WA NM MALIAN COW] CLIENT REVIEW jJ =REV:DATE:=DESCRIPNON =CKL- 1tar gme, 1 JR =DRAWN B`c 1 I LJ0 1 016 piwc-771 :CURRENT 8050 0016 04-03-09 :UCSNSUIRE. 1. 1 1.1M11- Strsrase I 213RAWI8D INFORMATION. 001236000312,. C10IIR0CT06126J31 0060EaM3000031 SONS03110030000 133681221010061201212 .1.1.1.128E00061 2E6801 0.410 VIE SU 3120E0 01ELA00r t ine0■11.40. COW. is Coo,' R.4 P CA Ca 0S,.; :DR% OM* g W00:1111.■ EXISTING PROPOSED ANTENNA PLANS :DRAWING HUMMER A-3 0113 500 01104662 A DE-5013D NOT USED„ 2244 SCALE. NTS ■11017 SCALE. NTS SECTOR ALPHA BETA GAMMA LENGTH I .m I 3r d ANTENNA AND COAX SCHEDULES 22434 SCALE. NTS 111017 SCALE. MS VERIZON ANTENNA INFORMATION SECTOR OTY TI HEIGHT I AGL LENGTH I AZIMUTH ALPHA 22d 1. 5-0' 400' PCS 1 2247 I 4'47 100• 700 MHZ 1 22-0' I 4-0' 100• BETA 1 27-0' I PCS 22-0" 1 178' 700 MHZ 1 22-0' i B47 175 0001MA 1 27-0' I 0 270' PCS 1 2747, I 4 2M' 700 MHZ 2247 I 847 200' *COAX DIAMETER 2(E)+ NEW 7M' 21E)• NEW 710' 21E104 NEW I 710' MECHANICAL I NO. OF I COAX I ANTENNA DOWN TILT ,COAX RUNS SIZE 0' 0' 0' d' d -4 2 2 718' I SEE DETAIL I, 713' I SEE DETAIL tD I SEE DETAIL Tf8' I SEE OETAIL74 718' I SEE DETAIL 20 NV I. SEE DETAIL 2f 718' r SEE DETAE1a 718' I SEE DETAIL 0 710' I SEE bETAIL le COAX LENGTH SCHEDULE NOTE: COAX ROUTING TO MATCH 47001100 COAX ROUTE FRONT f 47 b I._ SCI t FRONT RACK FRONT I,EIOE yA L :PROJECT FO. TOP f L TOP ANTENNA tf ANTF.NNA'e' ANTPNNAT PROPOSED ANTENNAS 22474 SCALE: MS 111417 SCALE. NTS: 11 118' FROM Y TOP 5 7 7/r J SRE 0A5ES PROPOSED ANTENNAS 22474 SCALE. MS 111017 SCALE. NTS 11 17/18' ANTENNA 0' ANTENNA'0' 7 -7) 71J• 1 1 TOP ?Q 7710' 7 FROM b S BACK 11771! FRONT 4 S IOE BACK ANTFNNA e :ISSUED FOR LICENSUR. VeriZP„ Awireless :PLANE PREPARED BY 11RN1 XIINNLLE 0510784000 SUM 741017.7 ILL4 N■plR 4261467 704 AA IaMIp! WA1 EDIZ 1400K 850 W EDIZ HOOK RD PORT ANGELES. WA MU CLALAAM COUNTY _RE: _DATE =DESCRIPTION. =Y=CN:.— I I I 13020 708 I MWO I W -0340 DLIEM ftEWEW JRf CLIENT REVIEW :DRAWN BY. I_ LJS I JRF I MWO 1 :CURRENT ISSUE DATE 04 -03-09 u 4 ounI7 MUM :DRAWING INFORMATION. DO NO] 4CALI 0NAVM0 CoMPAC ALL 0NE0604* 04014761 Cp0t 50, 411v ERRORS MDC LSS'WS.AL Isar I 70.1 1101(5 0 U 4 45111R 1w a0xu70LOl 0NAN C1EN51 :DRAWING TITLE' ANTENNA DETAILS :GNAWING NUMBER A -4 A GP J00 NUMBER 0 0-50130 GENERAL CONTRACTOR SHALL BE RESPONSIELE FOR ERECTION STABILITY AND TEMPORARY (MAMBAS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECI ICALLY INDICATED. BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOMN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL BE USED DI CONJUNCTION WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL 71E10 00RIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION CODE ALL MATERIALS. WORKMANSHIP. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE INTERNATIONA BUILDING CODE (IBC), 2008 EDITION STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL 92 THE LATEST EDITION DESIGN LOADS ,0007 LPJ8 LOAD a 25 pat (SWIM LOAD) WIND LOAD 100 MINT (3 SECOND GUST). EXPOSURE IF WIND LOAD IMPORTANCE FACTOR 1A (NON-ESSENTIAL FACILITIES) TOPOGRAPHIC FACTOR. 10 SEISMIC IMPORTANCE FACTOR 1 S, SITE CLASS 17 S 11148.8 0 4832.8: •0.7839,8: 0.4749 SEISMIC DESIGN CATEGORY (SDC) •'0 STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 22 OF THE INTERNATIONAL BUILDING CODE 2000 UNLESS NOTED OTHERWISE. STRUCTURAL MATERIAL. (UNLESS NOTED OTHERWISE) WIDE FLANGE 8 CHANNELS -08751 A002 CONNECTION MATERIAL. EMBEDED ITEMS. ANGLES. BASE PLATE. 8 MISC STEEL STRUCTURAL TUBE STRUCTURAL PIPE -ASTM A-38 -ASTM 0.800. GRADES -ASTM A.53, GRADES ALL WELDING SHALL BE DONE USING 7005) LOW HYDROGEN ELECTRODES AND WELDING SHALL CONFORM TO AWS 01. 4B WHERE FILLET WELD 01200 ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5 SIN AWS 131.145 BOLTED CONNECTIONS SHALL USE BEAR NG TYPE GALVANIZED ASIA A301 BOLTS AND SHALL HAVE A MINIMUM OF TWO 8OLTS UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS REQUIRE THE USE OF ASTI. F430 WASHERS AT BOTH BOLT HEAD AND NUT. 5NM WASHERS SHALL BE USED FOR ALL BOLTED CONNECTIONS TO NCLNOD SURFACES. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ABTA 0123 STRUCTURAL NOTES 22134 SCALE. NOT USED HURITSCALE: NOT USED NOTE: SEE ARCHITECTURAL DRAWING FOR OVERALL SITE PLAN. (F) (Z) WALL MOUNTED UNISTRUTS TO REMAIN CONTRACTOR TO REPLACE (E) 2^0 812 WT ANTENNA PIPE MAST WI NEW Y0 STD WT ANTENNA PIPE MAST (2) WALL MOUNTED UNISTRUT (MATCH TO EXISTING) WI Y0 870 WT ANTENNA PIPE MAST CONTRACTOR TO REPLACE )E) TO STD WT ANTENNA PIPE MAST WI NEW TO STD WT ANTENNA PIPE MAST (E) RI WALL MOUNTED UNISTRUTS TO REMAIN (E) MICROWAVE ANTENNA TO REMAIN CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA EQUIPMENT SHELTER PLAN 22134S00LE:,11T=1'.01 WAIT SCALE: 1l4 =1'4 13 1.30 114 KICKER W) 1T!' TABS 55 EA END CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA z z z PANEL ANTENNA NE CORNER WALL MOUNT W/131 re STD WT ANTENNA PIPE MAST 1 �1 (E) ACCESS DOOR 2) VERIZON WIRELESS EOOIPMEHT SHELTER (0I VERIZON WIRELESS ROOFTOP ANTENNA S0(0 TO REMAIN r-- (01 ANTENNA PIPE MAST 8 MOUNTING HARDWARE TO BE REUSED (TYP OF 3 PLCS) CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA 4 12 :PLANS PREPARED BY. oWw :PROJECT INFO. Verizg 7wireless NNAwai41v10blmf 1I'VZ R f• ,wr 9Y1R M�41 EONNR 14.4 .E AE0401D R 11.4762 40000 IS 00440 08)T WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 05782 CIALLALI COUNTY 00. CLIENT REVIEW :REV: DATE. =EBCRIPTK)N=3Y. =CAL:= 1 QA I04434)BIC E REVIEW IJRF IMWOI :DRAWN BY. CHX: =APV. I US 1 .RF I MWO 1 :CURRENT ISSUE DATE' 04 -03-09 :UCENSURE: EXPIRE5 1:441111111 :DRAWING INFORMATION CO Nm CN0 ORA4 7 N�RSCIORU YER LT W wuwH N peri. r. 5 •7Nr S44 4 4SOE50. OR. RSE T•E 01 THE ;04GONr 51,0 0 q W T URE F ORA 1.05N DINER fRE, 1 re 5TR10 1r N10 ,780 00) 1E0 :DRAWING TITLE STRUCTURAL NOTES R, EOU)PMENT. SHELTER PLAN :DRAWING NUMBER' S -1 A ICEI JOB NUMBER 00.55130 WO STD WF PIPE 1/2 TAB l 112'0 THRU BOLT TYPICAL TAB CONNECTION DETAIL 22434 SCALE. 3P 1'4' .111417 SCALE: 112' 0 3'OBTOWTPIPE S1U8 POST (2) L24241 /4 (10' LONG) 91. (SIE.R TYP TOP 0 SOT WALL MOUNTED CRS 2 (4'-0' LONG) W/(4) 12O .L_ A307 THRU BOLTH YP b OF 2 PLOS) BOLTS TYP y T CHANNEL CONNECTION DETAIL 2204 SCALE.1 0/2' 1'47 111477 SCALE 3/4' 1'4' 1343 KICKER (CHAMFER AS REDO) (E) 244 TOP PLATE (TYP OF 3) 4 WOOD BLOCKING W/ (2) A34 SIMPSON STRONG 1ES §EA END 1.31301 (10 LONG) BACKER ANGLE (TYP) (4) 12'0 THRU BOLT (TYP) 244 STUD a18' o c. 1/2' U -BOLT (TYP) (E) 244 STUD 8) 10' OC I4 3 STD INT PIPE MAST 44 WOOD BLOCKING W/ (2)A34 SIMPSON STRONGT1ES 99 EA END IF� L30341/4 (10' LONG) BACKER ANGLE (TYP) (3) 3/0 THRU BOLT (TIP) 12' U.SOL/ (TYP) ANGLE CONNECTION DETAIL 22x34 SCALE 1 12' =1'.0' 111417 SCALE. 3W T.0 L34JxU4 pe' LONG) WALL MOUNTED BRAC W/2) 1.343x1/4 (10' 7) TOP O CL BOT (TYP OF 2) 1E1 2x4 TOP PLATE (TYP OF 3) T (El SHELTER 9 WALL 30 STD WI" PIPE MAST 1/2' U-BOLT 1 N 4 L34341/4 (10' LONG) WALL MOUNT BRACKET 131318 THRU BOLTS 0' 0.C. (BELOW). 1 7 WALL MOUNT DETAIL I 22704 SCALE: 3' 1 111517 SCALE: 1 1/2 4' P 3 SHELTER NORTH CORNER ELEVATION 22431 SCALE. /2' 1'4' 111417 0CAL0. 1N' 1.0' 30 STD WT ANTENNA PIPE MAST L14321/4 CROSS BEAM (TYP OF 2) L3434114 KICKER W/ 12' TABS Q, EA END 30 51 0900 0.10.6 STUB POST WALL MOUNTED 00x8 2 (4'd' LONG) w1 (4)12'0 A307 THRU BOLTS ®12' 0C,(TYP OF 2P 1 /2' U.BOLT (TYP) a s L340x1 (TOPS ROT) W/ (2)112'0 THRU BOLTS 6 1303oUN0 0990401(0.00.0020.1.08) SHELTER NE CORNER ELEVATION 22834 SCALE: 1(2'01'4' 111417 SCALE:IM' 01'4' I I I 1E) SHELTER ROOFTOP 1 UNISTRUT RIGID PIPE CLAMP (TYP) )E)24F0 TOP N 44 WOOD BLOCKING W/ (2)A34 SIMPSON (E) INTERIOR WALL STRONG TIES EA ENO WI SW TYPE %(B) CONNECTION DETAIL WEST WALL 22934 SCALE: 1101'4' 111417 SCALE: 12' 010' 3-0 34' 7(3 STD WT P!PE MAST UNISTRUT TO MATCH E3/STING (a 20' LONG) W (3) 39'0 A317 Ru BOLTS 0' 0,C. (TYP) (EL GRADE (E) 244 STUD ®10' O C 3'0 STD WT ANTENNA PIPE MAST (TYP OF 3) L343x1/4 CROSS BEAM (TIP OF 2) L313x1N KICKER W/ 11Y TABS 99 EA ENO (BEYOND) (E) VERIZON WIRELESS EQUIPMENT SHELTER I5 WALL MOUNTED 84282 )4'8, LONG) W/ (4)1(21)18361'11R8 BOLTS (TYP OF 2 Pt CSI 7- WO PE STUB POST (BEYOND) 2'D U.BOLT (TYP) (E) SHELTER ACCESS DOOR :PLANS PREPARED BY or9NEBA'S PRO.IECT NW' ISSUE() FOR VenZQ BOmwrFQ{P OM'). l u g Ineu �.:x WOOPNNLMA OMOR Su`t2 PAXRH IS APP, tiY■N: WAI EDIZ HOOK 050 W ED /0 HOOK RD PORT ANGELES. WA WW2 CLAI.AM C00(RY CLIENT REVIEW REV.(DATE. _OESCRIPTION._.BY_CK.— I I I I I I I I II II _I I ISSUEF°P A{0443lg I CLIENT.RE IU� 10 -DRAWN BY CHK =APV. 1 La 1 aRF I MWO II _CURRENT ISSUE DATE 04 -03-09 1 I 9LICENSLo.- A iV L eiwr NFS mono :DRAWING INFORMATION 00N0'SCALEDIUWING 50■10• 108 0rVwh' L' DMENSDNSANOSIN4SE A s EMmSANDOH4SONS s 0 ORAWU.0ARES3S0SS0F0 ESTS E rMEORWWOMC .F N ii SFt D<x: U4E 63E011 MCI O IRISIS YY V K S •rE0 t( U E S1RKR PROniSLRO _DRAWING TRI STRUCTURAL ELEVATIONS DETAILS .zoRAWINO NUMBER S -2 A I 00/00/419800. 0 0-55130 VICINITY MAP SITE LOCATION woP.%ry r- Port /age. Ante w'J_'y` fi ZY Cam' °"-r42 S'w.,,E I I I I I j E r` �J 7,--- r r4 s S r f DRIVING DIRECTIONS APPROVED BY SITE ACQUISITION ZONING R.F CONSTRUCTION MANAGER PROJECT MANAGER d r APPROVAL SIGN OFF LI. S a t FROM VZW OFFICE. HEAD SOUTH ON 161ST AVE SE TOWARD SE EASTGATE WAY TAKE THE 1 -90 RAMP TO SEATTLE, KEEP LEFT AT THE FORK TO CONTINUE TOWARD 1 -90 W, KEEP LEFT AT THE FORK TO CONTINUE TOWARD I -90 W AND MERGE ONTO 1 -90 W, TAKE EXIT 2C TO MERGE ONTO 1 -5 N, TAKE EXIT 177 FOR WA -104 TOWARD EDMONDS, FOLLOW SIGNS FOR 244TH ST SW W AND MERGE ONTO NE 205TH ST/244TH ST SW /LAKE BALLINGER WAY/WA -104, SLIGHT RIGHT AT EDMONDS WAY/WA -104, CONTINUE TO FOLLOW EDMONDS WAY CONTINUE ON SUNSET AVE/WA -104, TURN LEFT AT MAIN ST/WA -104, TAKE THE EDMONDS KINGSTON/WA -104 FERRY TO KINGSTON, CONTINUE STRAIGHT ONTO WA -104 NE, TURN RIGHT AT WA -104 NE/WASHINGTON BLVD NE, TURN LEFT AT NE E 1ST ST/WA -104 NE. CONTINUE TO FOLLOW WA -104 NE, SLIGHT RIGHT TO STAY ON WA -104 NE. TURN RIGHT AT WA -104, TAKE THE RAMP TO US -101, KEEP RIGHT AT THE FORK TO CONTINUE TOWARD US -101 AND MERGE ONTO US -101, CONTINUE ON E FRONT ST CONTINUE ON W MARINE DR, CONTINUE ON EDIZ HOOK RD, ARRIVE AT SITE ON THE RIGHT DATE I SIGNATURE I REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROJECT INFORMATION APPLICANT LESSEE: VERIZON WIRELESS 3350 161st AVENUE SOUTH BELLEVUE, WA 98008 PROJECT ENGINEER: CORNERSTONE ENGINEERING, INC. 16928 WOODINVILLE REDMOND RD N.E, SUITE 210 WOODINVILLE, WA 98072 MARK W OLSON, P.E. PH: (425) 487 1732 FAX. (425) 487 1734 CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE. CODE INFORMATION: CONSTRUCTION TYPE. OCCUPANCY' JURISDICTION: PROPOSED BUILDING USE. verizgp wireless WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY EXEMPT LAND 2006 IBC EIA/TIA -222 -F 2005 NEC ASCE 7 -05 TELECOMMUNICATIONS UNOCCUPIED CITY OF PORT ANGELES UNMANNED TELECOMM. PROPERTY OWNER: AIRTOUCH CELLULAR DBA VERIZON WIRELESS MS 231 15900 SE EASTGATE WY BELLEVUE, WA 98008 PROJECT MANAGER: CASCADIA PM, LLC 8760 122 ND AVE NE KIRKLAND WA 98033 CONTACT BILL POWELL PH: (425) 828-1008 PARCEL NUMBER(S): 0630000004005004 AREA OF PARCEL. N/A SITE LOCATION: (BASED ON NAD 83) NEW IMPERVIOUS AREA. LATITUDE. LONGITUDE. TOP OF STRUCTURE. BASE OF STRUCTURE. PROJECT AREA. N/A 48° 08' 30.18" N 123° 26' 08' W N/A 5.00' AMSL GENERAL INFORMATION: 1 PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED 4 NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED. 0SQFT PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF THE REMOVAL /REPLACEMENT OF (7) PANEL ANTENNAS WITH (9) NEW PANEL ANTENNAS AND (4) NEW ANTENNA MOUNTS ALSO THE ADDITION OF (12) 7/8 "0 COAX TO EXISTING PROPOSED ANTENNA MOUNTS ON AN EXISTING SHELTER. CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said pia, specifications and other data, or from preventing building operations being carried on thereunder when in violation of ail codes and ordinances of this jurisdiction. e".+ Approval Date Ii Z Y J L f worzle- DRAWING INDEX DWG NO. Ti G -1 A -1 A -1 1 A -2 A -3 A-4 S -1 S -2 DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED SITE PLAN SOUTH EAST ELEVATIONS EXISTING PROPOSED ANTENNA PLANS ANTENNA DETAILS STRUCTURAL NOTES EQUIPMENT SHELTER PLAN STRUCTURAL ELEVATIONS DETAILS LEGAL DESCRIPTION UTILITY COMPANY'S POWER BPA 1- 800 -282 3713 FILE BLDG ON EXEMPT LAND EDIZ HOOK LT 5 SEE ASSESSED BY STATE 12x12 PREFAB BACKUP GENERATOR #WAI TELEPHONE VERIZON COMMUNICATIONS 1-800-543-9211 PLANS PREPARED BY PROJECT INFO' ISSUED FOR: LICENSURE veriZOIlwireless We never stop Nwidng for you. 3350 161 AVE SE MS 4221 BELLEVUE, WA 98008 C COO NERSTO NC 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: (425) 487 -1732 FAX: (425) 487 -1734 EMAIL. 1 @c een9r om WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:= DATE. DES CRIPTION:= BY: =CK:C I I I I I I I Q 104- 03 -09I ISSUE FOR CLIENT REVIEW =DRAWN BY CHK. -APV. LJS 1 JRF 1 MWO CURRENT ISSUE DATE. 04 -03 -09 1 EXPIRES DRAWING INFORMATION: 02/15/10 1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;DRAWING TITLE TITLE SHEET ;DRAWING NUMBER: JRF IMWO T -1 A 1 CEI JOB NUMBER: 09 -55130 1 THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER 1 OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS. 4 NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7 THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11 ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE CONSTRUCTION CONDITION OR BETTER 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14 OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE, FOR THE COMPLETE INSTALLATION. REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON WIRELESS. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. ABBREVIATIONS AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ CLG CLR CMU COL CONC CONST CONT CTR DIA 0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT GENERAL NOTES CONCRETE NOTES ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC /ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM R/W SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK TO TOS roc TYP HEIGHT UNO HEATING VENTILATION AIR CONDITIONING VERT INSULATION W/ INTERIOR WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED /REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH 2 CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE WITH IBC 2006 SECTION 1905 AND ACI 301 STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. 3. THE CONSTRUCTION MANAGER SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT 4 ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINED AGENT CONFORMING TO ASTM C260, C494 C618, C989 AND C1017 TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES 1904 OF THE IBC 2006. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy 60,000 psi. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy 40,000 psi. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D14 ARE SUBMITTED 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0' PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0' LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy 60,000 psi. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER OF RECORD 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS 11 12 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. TYPE OF CONSTRUCTION 28 DAY STRENGTHS (fc) A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE C. CONCRETE FOUNDATIONS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II UNLESS NOTED OTHERWISE. A. FOOTINGS AND OTHER UNFORMED 3' SURFACES EARTH FACE B. FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2' TO EARTH OR WEATHER #5 BARS OR SMALLER) 1 1/2' C. SLABS AND WALLS (INTERIOR FACE) BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. ANCHOR BOLTS TO CONFORM TO ASTM A307 13. NON SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 psi MINIMUM). LEGEND AND SYMBOLS CHAIN LINK FENCE CEDAR FENCE POWER TELCO POWERRELCO COAX OVERHEAD POWER OH CENTERLINE REVISION BUG n ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG 0 0 C O 0 0 0 P P T T T/P COAX OH T/P COAX 3000 psi 4000 psi 3000 psi poi TOP OF EL 0' -0" TIP 3/4' COAX OH OH T/P 4 DETAIL NUMBER SHEET NUMBER DETAIL NUMBER es) SHEET NUMBER DETAIL NUMBER SHEET NUMBER STRUCTURAL NOTES 1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION, PAINTING AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING EXPANSION BOLTS AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE AISI 'SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2006 CHAPTER 17 BY A QUALIFIED TESTING AGENCY DESIGNED BY THE CONSULTANT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGES B. PLATES SHAPES, ANGLES, AND RODS C SPECIAL SHAPES AND PLATES D PIPES E. STRUCTURAL TUBING F ANCHOR BOLTS G. CONNECTION BOLTS ASTM A992, Fy 50 ksi ASTM A36, Fy 36 ksi ASTM A572, Fy 42 ksi ASTM A53, Fy 35 ksi ASTM A500, Fy 46 ksi ASTM A307 ASTM A325 4 ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM Al23 Al23M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELECTRODES WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS PROVIDED MINIMUM SECTION PROPERTIES INDICATED ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE AISI 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4 "0) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL ASSEMBLIES ARE TO BE TIGHTENED IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490" JUNE 30, 2004 FOR BEARING -TYPE CONNECTIONS, AS A MINIMUM, THE BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT' CONDITION. A 'SNUG TIGHT' CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 8. NON STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9 ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE 10. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SPECIAL INSPECTIONS SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2006 SECTION 1704. SOILS /GEOTECHNICAL. ❑SHORING INSTALLATION AND MONITORING DOBSERVE AND MONITOR EXCAVATION ❑VERIFY SOIL BEARING psf BEARING ❑SUBSURFACE DRAINAGE PLACEMENT ❑VERIFY FILL MATERIAL AND COMP ACTION ❑VERIFY CONDITIONS AS ANTICIPATED ❑PILE PLACEMENT (AUGER CAST /DRIVEN PILE) DOTHER REINFORCED CONCRETE. ❑REINFORCING STEEL AND CONCRETE PLACEMENT ❑PRESTRESSED /PRECAST CONCRETE FABRICATION AND ERECTION ❑BATCH PLANT INSPECTION SHOT CRETE DGROUTING DOTHER STRUCTURAL STEEL DFABRICATION AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING DOTHER STRUCTURAL ALUMINUM: ❑FABRICATION AND SHOP WELDS DERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL MASONRY' ❑CONTINUOUS ❑PERIODIC n OTHER: NONE REQUIRED ANCHORING TO CONCRETE. DBOLTS INSTALLED IN CONCRETE POST- INSTALLATION ADHESIVE ANCHORS ❑POST- INSTALLATION MECHANICAL ANCHORS verippwireless PLANS PREPARED BY PROJECT INFO* ISSUED FOR: We never stop working for you. 3350 161 AVE SE MS 6221 BELLEVUE, WA 98008 E OFNEFSTONE N. 16928 WOODINVILLE- REDMOND RD NE. SUITE 210 WOODINVILLE, WA 98072 PHONE (425) 487 -1732 FAX (425)487 1734 EMAIL. i @c stor>eengr om WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:C DATE. DESCRIPTION: =BY:C CK.:= 104-03-09 I ISSUE FOR CLIENT REVIEW LICENSURE. 04 -03 -09 I EXPIRES ;DRAWING INFORMATION 02/15/10 I DRAWING TITLE. GENERAL NOTES DRAWING NUMBER JRF IMWO DRAWN BY CHK =APV. LJS I JRF I MWO I CURRENT ISSUE DATE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. G -1 A I CEI JOB NUMBER: 09 -55130 I P P SITE PLAN P P P 22x34 SCALE. 1' 10' 0' 111x17 SCALE. 1/8' 1' 0' P P P P (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELESS ROOFTOP ANTENNA MOUNT P P W EDIZ HOOK RD ELI IIII I1 1 1± PORT ANGELES HARBOR P P P (E) UTILITY POLE (E) OTHER WIRELESS CARRIER EQUIPMENT COMPOUND (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE (E) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (E) CONCRETE PAD (E) OVERHEAD UTILITY LINE P P P P PLAN NORTH PROJECT INFO ISSUED FOR: LICENSURE. DRAWING TITLE. ;DRAWING NUMBEP veriZOn wireless We new stop working for you. ;PLANS PREPARED BY 3350 161 AVE SE MS 8221 BELLEVUE, WA 98008 C ENON ERI ENO CORNERSTONE NC 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: (425)487 -1732 FAX: (425)487 -1734 EMAIL 4c stir) eengr om WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:: DATE. DESCRIPTION: =BY =CK.= 1 I I I 1 I I I I I I 1 1 I Q A I04- 03 -09I CLIENT REVIEW I JRF IMWO ;DRAWN BY CHK. APV: 1 LJS 1 JRF I MWO CURRENT ISSUE DATE. 04 -03 -09 ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED By THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. SITE PLAN A -1 A CEI JOB NUMBER: 09 -55130 1 P P P (E) EXHAUST PIPE (E) (2) UNISTRUT ANTENNA PIPE MAST MOUNT TO REMAIN (TYP OF 2 PLCS) PROPOSED ANTENNA CELLULAR (8' -0" TALL) WI NEW ANTENNA PIPE MAST PROPOSED ANTENNA PCS (4' -0" TALL) W/ PROPOSED ANTENNA PIPE MAST MOUNT PROPOSED ANTENNA 700MHZ (8' -0" TALL) WI NEW ANTENNA PIPE MAST S -1 (E) ANTENNA PIPE MAST 8 MOUNTING HARDWARE TO REMAIN (MODIFY TO SUIT NEW PANEL ANTENNAS) ENLARGED SITE PLAN 22x34 SCALE. 1/4" 1-0' 111x17 SCALE. 1/8" 1' -0' P P (E) MICROWAVE (TO REMAIN) (E) VENT HOOD P PROPOSED PANEL ANTENNA WALL MOUNTING HARDWARE P (E) VENT HOOD P �TTT�( TI IIIIIIII II IIIIIIIII I II VII (E) VERIZON WIRELESS EQUIPMENT SHELTER 11111111'Illlllllll'Illllllll IIIL1,jJlLlll�ll (E) HVAC (E) HVAC PROPOSED ANTENNA PCS (4' -0' TALL) PROPOSED ANTENNA CELLULAR (8' -0' TALL) PROPOSED ANTENNA 700MHZ (8' -0" TALL) P P P (E) WOODEN DECK IIIIIIIIII((((11 lllll PROPOSED ANTENNA 700MHZ (8' -0' TALL) PROPOSED ANTENNA PCS (4'-0' TALL) (E) UTILITY POLE PROPOSED ANTENNA CELLULAR (8'-0' TALL) C (E) OTHER WIRELESS CARRIER EQUIPMENT SHELTER L 1 1 1 1 1 1-1-1-1111111.1. O P (E) BOLLARD (TYP) P P P (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE (E) OTHER WIRELESS CARRIER ANTENNA LATTICE TOWER (E) CONCRETE PAD P P PLAN NORTH PLANS PREPARED BY PROJECT INFO: ISSUED FOR: veriz n wireless We new atop working for you. 3350 161 AVE SE /MS4221 BELLEVUE, WA 95005 S COo N NC 16926 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: (425) 487 -1732 FAX: (425) 467 -1734 EMAIL. i @c sto a -orgr 0111 WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV: DATE. DESCRIPTION: =BY =CK.= I I I I Q A I04- 03 -09I CLIENT REVIEW JRF IMWO DRAWN BY CHK. =APV: LJS 1 JRF 1 MWO CURRENT ISSUE DATE. 04 -03 -09 LICENSURF 1 EXPIRES DRAWING INFORMATION: 02/15/10 1 ;DRAWING TITLE. ENLARGED SITE PLAN DRAWING NUMBER' DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. A -1 1 A 1 CEI JOB NUMBER: 09-55130 1 PROPOSED VERIZON WIRELESS PANEL ANTENNA SEE SHEET A -3 FOR MODEL# LOCATION (TYP OF 9) TIP HEIGHT OF PROPOSED VERIZON WIRELESS ANTENNAS EL 22' -0" AGL PROPOSED ANTENNA PIPE MAST REPLACEMENT (TYP OF 2) SEE SHEET S -1 PROPOSED ANTENNA PIPE MAST MOUNT SEE SHEET S -1 Lib GRADE EL 0' -0" (ASSUMED) EAST ELEVATION 22x34 SCALE. 3/16' 1' -0" (E) OTHER WIRELESS CARRIER LATTICE TOWER i Il 1 11x17 SCALE. 3/32' 1' -0' (E) OTHER WIRELESS CARRIER ANTENNA (TYP) (E) VERIZON WIRELESS MICROWAVE (TO REMAIN) (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE TIP HEIGHT OF PROPOSED VERIZON WIRELESS ANTENNAS EL 22' -0' AGL (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID (TO REMAIN) (E) VERIZON WIRELESS EQUIPMENT SHELTER A dji GRADE EL 0' -0' (ASSUMED) (E) VERIZON WIRELESS MICROWAVE (TO REMAIN) (E) OTHER WIRELESS CARRIER LATTICE TOWER (E) OTHER WIRELESS CARRIER ANTENNA (TYP) 2 SOUTH ELEVATION 22x34 SCALE. 3/16' 1' -0' 1 11x17 SCALE. 3/32' 1' -0' U PROPOSED VERIZON WIRELESS PANEL ANTENNA SEE SHEET A -3 FOR MODEL# 8 LOCATION (TYP OF 9) (E) OTHER WIRELESS CARRIER EQUIPMENT SHELTER (E) CHAINLINK FENCE W/ (3) STRAND BARBED WIRE PROJECT INFO. ISSUED FOR: LICENSURE. veriZonwireless We never stop working for you. PLANS PREPARED BY CO0 NEF STONE o NC 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 88072 PHONE: (425) 487 -1732 FAX. (425) 487 -1734 EMAIL i ©c sto eengr 3350 161 t AVE SE MS 4221 BELLEVUE, WA 98008 WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:: DATE. DESCRIPTION:= BY: =CK.= QA 104- 03 -09 ISSUE FOR CLIENT REVIEW DRAWN BY' CHK. =APV I LJS I JRF 1 MWO CURRENT ISSUE DATE: 04 -03 -09 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;DRAWING TITLE SOUTH EAST ELEVATIONS DRAWING NUMBER A -2 A CEI JOB NUMBER: 09 -55130 PROPOSED ANTENNA "a' SEE DETAIL 1/A-4 PROPOSED ANTENNA 'b' SEE DETAIL 1/A -4 'GAMMA' PROPOSED ANTENNA "c' SEE DETAIL 1/A-4 PROPOSED ANTENNA d' SEE DETAIL 2/A-4 PROPOSED ANTENNA "e" SEE DETAIL 2/A-4 PROPOSED ANTENNA PLAN 22x34 SCALE. NTS 111017 SCALE. NTS (E) VERIZON WIRELESS EQUIPMENT SHELTER 'BETA" PROPOSED ANTENNA 'c" SEE DETAIL 1/A-4 PROPOSED ANTENNA 'b' SEE DETAIL 1/A-4 PROPOSED ANTENNA "a" SEE DETAIL 1/A-4 11 (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) VERIZON WIRELESS MICROWAVE ANTENNA TO REMAIN PROPOSED ANTENNA "r SEE DETAIL 2/A-4 NOTE CONTRACTOR TO REMOVE ALL EXISTING VERIZON WIRELESS PANEL ANTENNAS (E) PANEL ANTENNA TO BE REPLACED (TYP OF 2) (E) PANEL ANTENNA TO BE REPLACED (TYP OF 5) 22x34 SCALE. 1/2" 1-0" ALPHA" X1111111 X11111111 "BETA" 2 EXISTING ANTENNA PLAN 111x17 SCALE. 1/4' 1-0' (E) VERIZON WIRELESS EQUIPMENT SHELTER III I III I III I III L ALPHA I I I II I 113_ LLI 1 1111 (E) ACCESS DOOR EOa NE E NC (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) VERIZON WIRELESS MICROWAVE ANTENNA TO REMAIN 1 PLANS PREPARED BY PROJECT INFO: ISSUED FOR: LICENSURE. DRAWING TITLE. veri Qpwireless ;DRAWING NUMBER: We never stop Mod* g for you. 3350 161 AVE SE /M5 #221 BELLEVUE, WA 98008 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE. WA 98072 PHONE (425) 487 -1732 FAX. (425) 487 -1734 EMAIL. i @c slo e-engr WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:: DATE. DESCRIPTION: =BY =CK.= I I I I I I I I .A104.03_09 CLIENT REVIEW I JRF IMWO DRAWN BY CHK. =APV LJS 1 JRF 1 MWO 1 CURRENT ISSUE DATE I EXPIRES 04 -03 -09 DRAWING INFORMATION: 02/15/10 I DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING PROPOSED ANTENNA PLANS A -3 A CEI JOB NUMBER: 09 -55130 NOT USED 22x34 SCALE. NTS SECTOR QTY ALPHA PCS 700 MHZ BETA PCS 700 MHZ GAMMA PCS 700 MHZ 1 1 1 1 1 1 1 1 1 SECTOR I LENGTH ALPHA t30' BETA t2 GAMMA t30' 111x17 SCALE. NTS TIP HEIGHT FT AGL 22' -0" 22' -0' 22' -0" 2T-0' 22' -0' 22' -0' 22' -0" 22' -0' 22' -0" VERIZON ANTENNA INFORMATION 2 (E) 4 NEW 2 (E) 4 NEW 2 (E) 4 NEW ANTENNA AZIMUTH MECHANICAL NO OF COAX LENGTH DOWN TILT COAX RUNS SIZE 8 -0" 4 -0 8' -0' 8 -0' 8' -0' 8 -0' 4'-0' 8' -0' COAX LENGTH SCHEDULE 100° 100° 100 175° 175° 175° 250° 250° 250° COAX I DIAMETER 7/8" 7/8' 7/8" 0° 0° 0° -4° -4° -4° ANTENNA 2 7/8' SEE DETAIL 1a 2 7/8' SEE DETAIL 1b 2 7/8" SEE DETAIL lc 2 7/8" SEE DETAIL 2d 2 7/8" SEE DETAIL 2e 2 7/8' SEE DETAIL 2f 2 7/8" SEE DETAIL la 2 7/8' SEE DETAIL 1b 2 7/8' SEE DETAIL lc NOTE COAX ROUTING TO MATCH EXISTING COAX ROUTE 1' 11 5/8" 7 7/8' 1' 11 7/8' TOP L FRONT SIDE BACK ANTENNA 'd" 4 PROPOSED ANTENNAS 22x34 SCALE. NTS 111x17 SCALE. NTS L J o 0 i- c� 0 c e 9, f") r ANTENNA 'a" r L� I 11 1/8" N FRONT a SIDE BACK ANTENNA AND COAX SCHEDULES 3 PROPOSED ANTENNAS i0 9 11 13/16" FRONT TOP 6 1/8' FRONT TOP TOP ANTENNA 'e" ANTENNA "T' 40 c') 9 10 1") In rL SIDE 4 11/16' SIDE BACK L BACK 19 FRONT n TOP 0 i- 11 3/16' TOP M SIDE ANTENNA "b' ANTENNA "c' 7 7/8" BACK FRONT SIDE BACK a 2 1 PLANS PREPARED BY ISSUED FOR: CURRENT ISSUE DATE. LICENSURE. verinpwireless We never stop working for you. 3350 161 AVE SE MS 4221 BELLEVUE, WA 98008 E COFNEFSTONE NOIN ERIN. INC 16928 WOODINVILLE REDMOND RD NE, SUITE 210 WOODINVILLE. WA 98072 PHONE. (425) 487 -1732 FAX' (425)487 -1734 EMAIL i @c e-engr om ;PROJECT INFO WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:: DATE. DESCRIPTION: =BY =CK.= 4 L I04 -03 -09 ISSUE FOR JRF IMWO CLIENT REVIEW DRAWN BY CHK. =APV LJS 1 JRF 1 MWO 04 -03 -09 I EXPIRES DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH I5 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. ANTENNA DETAILS :DRAWING NUMBER' 2 02/15l10� A -4 A 1 CEI JOB NUMBER: 09-55130 22x34 SCALE. NTS 111x17 SCALE. NTS 22x34 SCALE. NTS 111x17 SCALE. NTS GENERAL NOTE. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. CODE ALL MATERIALS, WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BE THE LATEST EDITION. DESIGN LOADS ROOF LIVE LOAD 25 psi (SNOW LOAD) WIND LOAD: 100 MPH (3 SECOND GUST), EXPOSURE "D' WIND LOAD IMPORTANCE FACTOR 1.0 (NON- ESSENTIAL FACILITIES) TOPOGRAPHIC FACTOR 1.0 SEISMIC IMPORTANCE FACTOR 1.5, SITE CLASS "D" Se 1 114g, S, 0.463g, Se 0 783g, Se 0.474g SEISMIC DESIGN CATEGORY (SDC) "D" STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 22 OF THE INTERNATIONAL BUILDING CODE 2006 UNLESS NOTED OTHERWISE. STRUCTURAL MATERIAL. (UNLESS NOTED OTHERWISE) WIDE FLANGE CHANNELS -ASTM A -992 CONNECTION MATERIAL, EMBEDED ITEMS, ANGLES, BASE PLATE, MISC. STEEL STRUCTURAL TUBE STRUCTURAL PIPE STRUCTURAL NOTES -ASTM A -36 -ASTM A -500, GRADE B -ASTM A -53, GRADE B ALL WELDING SHALL BE DONE USING 70KSI LOW HYDROGEN ELECTRODES AND WELDING SHALL CONFORM TO AWS D1 1 -96. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5.8 IN AWS D1 1 -96. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A307 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS REQUIRE THE USE OF ASTM F436 WASHERS AT BOTH BOLT HEAD AND NUT SHIM WASHERS SHALL BE USED FOR ALL BOLTED CONNECTIONS TO INCLINED SURFACES. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23. 22x34 SCALE. NOT USED )11x17 SCALE NOT USED SEE ARCHITECTURAL DRAWING FOR OVERALL SITE PLAN. (E) (2) WALL MOUNTED UNISTRUTS TO REMAIN CONTRACTOR TO REPLACE (E) 2"0 STD WT ANTENNA PIPE MAST W/ NEW 3 "0 STD WT ANTENNA PIPE MAST (2) WALL MOUNTED UNISTRUT (MATCH TO EXISTING) W/ 3 "0 STD WT ANTENNA PIPE MAST CONTRACTOR TO REPLACE (E) 2 "0 STD WT ANTENNA PIPE MAST W/ NEW 3 "0 STD WT ANTENNA PIPE MAST (E) (2) WALL MOUNTED UNISTRUTS TO REMAIN (E) MICROWAVE ANTENNA TO REMAIN CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA 1 EQUIPMENT SHELTER PLAN 22x34 SCALE. 1/2' 1-0' 111x17 SCALE. 1/4' 1' -0' tt 6 0 L3x3x1/4 KICKER W/ 1/2' TABS EA END r. -11 CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA PANEL ANTENNA NE CORNER WALL MOUNT W/ (3) 3 "0 STD WT ANTENNA PIPE MAST (E) ACCESS DOOR (E) VERIZON WIRELESS EQUIPMENT SHELTER (E) VERIZON WIRELESS ROOFTOP ANTENNA SKID TO REMAIN (E) ANTENNA PIPE MAST MOUNTING HARDWARE TO BE REUSED (TYP OF 3 PLCS) CONTRACTOR TO MODIFY (E) ANTENNA MOUNTING HARDWARE TO ACCOMMODATE NEW PANEL ANTENNA 2 veriZ011 wireless PLANS PREPARED BY PROJECT INFO ISSUED FOR: 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE. (425) 487 -1732 FAX: (425) 487 -1734 EMAIL. i @c e-ergr DRAWN BY: I LJS CURRENT ISSUE DATE. LICENSURE. DRAWING TITLE DRAWING NUMBER: We new stop *pricing for you. 3350 161 t AVE SE MS 8221 BELLEVUE, WA 98008 C! NOIRE 5lfO NC WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW REV:_ DATE. DESCRIPTION: =BY= CK.= 04 -03 -09 DRAWING INFORMATION: CHK. =APV I JRF STRUCTURAL NOTES EQUIPMENT SHELTER PLAN Q I04- 03 -09I CLIENT REVIEW I JRF IMWOI MWO DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT I5 STRICTLY PROHIBITED. S -1 A CEI JOB NUMBER: 09 -55130 3 "0 STD WT PIPE 1/2" TAB 1/2 "0 THRU BOLT 0 22x34 SCALE. 1 1/Z 1' -0" 4 TYPICAL TAB CONNECTION DETAIL 22x34 SCALE. 3" 1' -0' 111x17 SCALE. 1 1/2" 1-0" CHANNEL CONNECTION DETAIL 111x17 SCALE. 3/4' 1-0' ANGLE CONNECTION DETAIL 22x34 SCALE. 1 1/2" 1' -0' 111x17 SCALE. 3/4" 1' -0" 3/16 V 3 "0 STD WT PIPE STUB POST (2) L2x2x1/4 (10" LONG) TYP TOP BOT WALL MOUNTED C6x8.2 (4' -6" LONG) W/ (4) 1/2 "0 A307 THRU BOLTS (TYP OF 2 PLCS) (E) 2x4 TOP PLATE (TYP OF 3) 4x WOOD BLOCKING W/ (2) A34 SIMPSON STRONG TIES EA END L3x3x1/4 (16' LONG) BACKER ANGLE (TYP) (4) 1/2 "0 THRU BOLT (TYP) (E) 2x4 STUD 16' O.C. -1/2' U -BOLT (TYP) 4 L3x3x1/4 (16' LONG) WALL MOUNTED BRACKET W/ (2) L3x3x1/4 (10" LONG) TOP BOT (TYP OF 2) (E) 2x4 TOP PLATE (TYP OF 3) 1 3 "0 STD WT PIPE MAST (E)2x4 STUD @16 "O.C. 4x WOOD BLOCKING W/ (2) A34 SIMPSON STRONG TIES EA END L3x3x1/4 (16' LONG) BACKER ANGLE (TYP) (3) 3/8 "0 THRU BOLT (TYP) 1/2' U -BOLT (TYP) L3x3 KICKER (CHAMFER AS REQ'D) (E) SHELTER EXTERIOR WALL 3 "0 STD WT PIPE MAST 1/2" U -BOLT (3) 3/8 "0 THRU BOLTS 6' O.C. (BELOW) 4' -0" (TYP) 7 WALL MOUNT DETAIL 22x34 SCALE. 3' 1' -0' 111x17 SCALE. 1 1/2" 1-0' 3 "0 STD WT ANTENNA PIPE MAST L3x3x1/4 CROSS BEAM (TYP OF 2) L3x3x1/4 KICKER W/ 1/2' TABS EA END ROOFTOP 3 SHELTER NORTH CORNER ELEVATION 22x34 SCALE. 1/2" 1' -0' 111x17 SCALE. 1/4" 1' -0" io N 3"0 STD WT PIPE STUB POST WALL MOUNTED C6x8.2 (4'-6" 'LONG) W/ (4) 1/2"0 A307 THRU BOLTS 12" O.C. (TYP OF 2 P 1/2" U -BOLT (TYP) L3x3x1/4 (TOP BOT) W/ (2) 1/2 "0 THRU BOLTS L3x3x1/4 (16" LONG) WALL MOUNT BRACKET ROOFTOP ro L3x3x1/4 MOUNTING BRACKET (TYP OF 2 PLCS) o Q (E) SHELTER ROOFTOP (E) 2x4 TOP PLATE o (TYP OF 3) (E) INTERIOR WALL W/ 5/8' TYPE X GB 6 CONNECTION DETAIL WEST WALL 22x34 SCALE. 1' 1' -0' 111x17 SCALE. 1/2' 1' -0' 3' -0' 2 SHELTER NE CORNER ELEVATION 22x34 SCALE. 1/2' 1-0" 111x17 SCALE. 1/4' 1' -0' 1. 3' -0' (E) GRADE 3 "0 STD WT PIPE MAST UNISTRUT TO MATCH EXISTING, (t 20' LONG) W/ (3) 3/8"0 A307 THRU BOLTS 6" O.C. (TYP) UNISTRUT RIGID PIPE CLAMP (TYP) (E) 2x4 STUD 16' 0 C. 4x WOOD BLOCKING W/ (2) A34 SIMPSON STRONG TIES EA END 1/2"0 U -BOLT (TYP) 3 "0 STD WT ANTENNA PIPE MAST (TYP OF 3) L3x3x1/4 CROSS BEAM (TYP OF 2) L3x3x1/4 KICKER W/ 1/2' TABS EA END (BEYOND) 5 WALL MOUNTED C6x8.2 LONG) W/ (4) 1/2 "0 A307 THRU BOLTS (TYP OF 2 PLCS)(Th 1/2 "0 U -BOLT (TYP) 3 "0 STD WT PIPE STUB POST (BEYOND) (E) SHELTER ACCESS DOOR (E) VERIZON WIRELESS EQUIPMENT SHELTER PROJECT INFO ISSUED FOR: LICENSURE. ;DRAWING TITLE :DRAWING NUMBEP veri gpwireless PLANS PREPARED BY' We never stop waking to you. 3350 161 AVE SE MS 9221 BELLEVUE. WA 98008 E CORNEFr O NE EER NC 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: (425) 487 -1732 FAX. (425) 487 -1734 EMAIL. i @c stoneengrcom WA1 EDIZ HOOK 850 W EDIZ HOOK RD PORT ANGELES, WA 98362 CLALLAM COUNTY CLIENT REVIEW R EV: DATE. DESCRIPTION: =BY= CK.= A1 04.03 09 1ISSUE FOR CLIENT REVIEW DRAWN BY CHK. =APV: 1 LJS 1 JRF 1 MWO CURRENT ISSUE DATE. 04 -03 -09 ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. STRUCTURAL ELEVATIONS DETAILS JRF IMWO S -2 A 1 1 CEI JOB NUMBER: 09 -55130 ~ pORT ~ rS~O~~~ ha ~-- ~-;--~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DMSION 32] EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00001259 Date 12/27/05 671804 --- 850 EDIZ HOOK RD CELL 06-30-00-0-0-0400-5004- VERIZON WIRELESS COMM REMODEL UNKNOWN 2000 Owner Contractor AIRTOUCH CELLULAR ATTN:REAL ESTATE PROP MGT BELLEVUE WA 98008 BOSS CONSTRUCTION SERVICES PO BOX 251 PACIFIC, WA PACIFIC WA 98047 Construction Type . . Occupancy Type Structure Information 000 000 TYPE V NON-RATED FENCES, TOWERS Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 67710 95.75 12/27/05 6/25/06 Plan Check Fee Valuation 62.24 2000 Qty Unit Charge Per Extension 50.00 45.75 BASE FEE 15.00 3.0500 HND BL-501-2K (3.05 PER C) Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.75 95.75 .00 .00 Plan Check Total 62.24 62.24 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 162.49 162.49 .00 .00 ~ Separate Permits are required for electrical work, SEP A, 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 orwork 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 constr"" , ~ # ~~ 1//,;2~/OS;~ Signature of Contractor or AuthOrized Agent Date Signature of Owner (if owner is builder) Date T \PohCles\1102_15 bmldmgpernllt InspectIon record05.wpd [1/4/2005] ~ 6 0~ ~~ ~f ~ \ ~ FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATION Fill out COMPLETEL Y and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360}417-4711 Applicant or Agent: j..e.S ~o ley... !/ert"2o^ WI,. r!_J;.fS Phone: 4a2..J-. 510 -;<tiL; S Owner: A-.'r'(auc'" CetlulCA.r Phone: 4;l..f'-6,o'3-;UJI3 Address: 335b /" , 51 Ave.. Sf:?" City: f3e./leUt-f€. Zip: q<JOO{3 Architect/Engineer: Sieve.. C 'Sf r eh Ie. Phone: .JOG:.... G>>. ~ '(:5'80 Contractor 80S!> (bf/v::)-y-uc...f,',::",,,\ State License #:805SC.5IJ;SlQExp: t/51/~b Phone:2S'3- ?63-SElJI Address: p-O - /Soy ;2~ I City: PCtu' {. C. Zip: Qgl:,c2 Go PROJECT ADDRESS: ~s"o (:1~rg~K ~. ceU..... -rOW~ ZONING: LEGAL DESCRIPTION: Lot: S Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: D63oDOODO '10050D4 Credit Card Holder Name: Billing Address: Credit Card Type VISA _ MC _ # TYPE OF WORK: SIZE/VALUATION: o ResidcIl,':hl 0 New Constr. 0 Re-roof 0 Stove SF. @ $ /SF. = $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign \!l Other UP6racle.. ~UI'\.t!~Jc;foTAL VALUATION $ ;<',,000, c.~ BRIEF DESCRIPTION OF THE PROJECT: e ,'sf;/'> (001- <>l.-i~t rtK/<..c7- cSt... COMMERCIAL/RESIDENTIAL: Occupancy Group: 0 No. of Stories:N/A Lot Size: Existing Sq. Ft. Total lot coverage % Occupant Load: C.:> Construction Type: & Proposed Sq. Ft. ".v/,4 = TOTAL Sq. Ft. Iv/If APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: V ALUA TION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure Will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct I am authorized to apply for this permit and understand that It IS my responslbll1ty to determme what permits are required ,not the City's, and that I must obtam such permIts prior to work , /J A- 1~_ ApplIcant ~c:;,~ Date U/IY!oy- J I "- r--- \ ~. I \ * l " I I -_ \ L . ~:"'Jl 1 .......... ....... '-- -;;;;'7 ~-__ / ....... ---' ...................... ---- ~~-~ B<NW~~~~~- (~;~~ ~ ~; ,;..~. ~ ...,-",~_~_,...".,.,.,..._=w<.., EoiZ't!tOoK ,y~~"," V,,~yw,.,.,.... :M~~_-r.::>,..""?~,.,,f--A1-.:>>;:>" yq-""J/'...x:;<~y"",,$'V^"''XO^,,,,,,,~~'':''> " " \ / " "- .................... ' .........., '......... ......... .................... '-. """--------/ --.......... .................... ---- 25 ~ 4- ':1-iJJll<~ ."''''' "">~~~~}Z);"~, r=<""<""""'t..~"""", ~ 4:, ( \ , '-.. -- Vertical Datum = NA VD 88 Horizontal Datum = NAD 83191 N Area Map ThiS map IS not lntended to be llsed as a legal desCriptIOn ThiS map/drawmg IS produced by the elly of Port Angeles for Its own use and purposes Any other use of thiS map/drawmg shall not be the responslblllly of the elly >,~ ~ ~'-~.:'j ~ Feel ~, .PETERSON '=;TREHLE j'/JARTINSON, INC. CONSULTING ENGINEERS STRUCTURAL CALCULATIONS: Mount for 4 ft MW Dish Verizon Wireless WA-l Ediz Hook Port Angeles, Washington (F~-~ ~ CITY OF PORT ANGElES - Construction Plans The Issuance of this permit based upon these plans, speclfi. catIOns and other data shall fiot prevent the bUilding official from thereafter requinng the correction of errors In said plans, specificatIOns and other data, or from preventing bUlldmg operations bemg carned on thereunder when in violation of ail codes and ordmances of thiS JurisdictIOn. ill[c"61""'I~'J '2.."'" ~ Approval Date I ""L By J LL ?-l :r:U- December 13, 2005 PSM Job # C05567 scs I EXPIRES 6/30/2007 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 PHONE 206-622-4580 FAX 206-622-0422 l.r PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS December 13, 2005 PSM Job No. C05567 Subject: Verizon Wireless W A-I Ediz Hook Port Angeles, W A Mount for 4' -0" MW Dish References: International Building Code 2003 ASCE 7-02 Minimum Design Loads for Buildings and Other Structures At the request of LSI Adapt, Inc., Peterson Strehle Martinson, Inc. has provided calculations and details for the design of new mount for the 4 ft diameter microwave dish to be installed at the Verizon Wireless site known as W A-I Ediz Hook. Enclosed please find structural calculations and the details to be submitted for permitting purposes. Preparation of construction drawings was not in the scope of our work. If you have any questions, then please do not hesitate to give us a call at (206)62-4580. Sincerely, Peterson Strehle Martinson, Inc. Steve C. Strehle, P.E., S.E. Enclosures 2200 SIXTH AVE SUITE 601 SEATTLE, WASHINGTON 98122 PHONE 206-622-4580 FAX 206-622-0422 T "I .\ r . 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I 0' 311<t_-BTP- PIP E ft----- - ,/ -- I I I I I iY~1 'Y2'1 \I II -\iJA X 3.'---- _uu ...... 'T I~-- _~_ .3 T70 1011 Yt -BA5ES It, JO_'lxyi~O',IO" r- -^-' - -:J,J 11.J1 dOl r" - / \ V-4---:L4--+-C.;,L----~ '5 II :1 I I -1:(;" I - r:i(l$(. B~U. CHAl--.tNEL AS5tl>\/BL:Y -,A:5Sm',\S_C~~4,J \/r'l'- ,--h " II " /I - ne\D ~'4l( ,%1< IJ) "wi 2. -:-SJ€;llf A :3'25~TH P-- U 60L T (3 t ~6. L..:... ~ ltTD'\ ~i' "-0':10" \-=n~5 R-6DF::~__~::u___ --------- -- - un - -- - - __ !;.LCrre I, V e: ill p....( ~~L J:YI ~I\. TN-_f I !:;L.D -DETAIL CD. -- ---, I V'Ll!,;; lL~OII- " ftI.t>~'",~g "~d :10" / ~.~ -tr ,1-1 L:1 '" L" -J t":> J_1..d~~\.,-L - - ~"- "[0 _~72L~PPI ~IT T '1' PICA I- islnrr- t--~ II ,I 2.1\ II 1\ i V ,0----- _H_ I?.)( i. 14 1.....1--- TcY8ACK ~C::} _ _ _ _ _ Or Eo L~~~~ ~-~~~~~~~~TS AS RI2Q'O. f ~ 1------ 7 -------- - 1\ ~~ ~~ A3-~_'9 . ~OL t:~_~ -<:] ~o~~~_-- /_':..-/1'.1) X 4)('5,~ fAA-iJ~teR ~~.. t~) ROOf- lADD ~IY~~~ I YZ-K Y4 -NCK: ,0 ---e;AG K. \IJI (F:.. '} LJlj2._'6' II)?.. Le:~G 11-1 EN -a------ --------- - - I _!..)~L T _5 __ AS_~_I5~ D __ ~ L:.QO_S ~ _ t~A-_!\..~~x; lJ I,;. I 0 I' V1T2.-- ~ 'i-::k - Be) L 15 &-~-A -:>;/2.."5 DE-IAII_@) -TY,/ _~JI ~O II -OETA-IL@ - J YQ.II ~-II_OII f __'l~I-rO AGt k ~ : a ~lJ ~ -JJ=~_~jll(-~~~ ~5HI M 4 -:_ ~ ]30Li \N'IY'2.II~_etQ J",,\'6 _ _ -~-PJ~Op-.S-PA._".L jyp ~lll-t:P 510. . /pIPe-' . ~UE~\ /~ ~. ~.. 4'\:;~~~ J\i. II I " ... ___ _ "",' . .r> ~~-~~~_o/iiO:;IO--. .. ~,/_TPO~_L~~~J.I\l~ r;;(plCAL 3 PLACES ~A~~k~-- I III I : I --=-AUE.l\tl@ -__LI_~hL_~_____ ... - It 1-- " . 111-: ~! -0 -----:g-Oc. T - B RJ~C I t--J 6 \~/-'2._":.~5.-I~q:>_80L T5-_ - -:-L'1 F J _cA:t:: ---- II _II .'1 II ._~~-l_3_x'3 KY4 E T-/crL 0 ----0::. ~. _ _-=___ __ _ _u_ _ -=-%-'r~l Cd! I - ..j}o , - - ~ ~\1J - =~DL c:: i ~i -6 ~ )(1 fii\ ;;>4, \- "\r! BI =~ 1- ~ {J (\'t ~ " "'JJ.. I. \Jli t\~ \.L, ~ ~......., ...1--1- tll '>< 2('{l :z~ :<( \I lJ1 i(j ~ ~ =i =3: 2: ~ lJ1, It , If)' rl') - Y, 10,:: L1.L ~ ~:" t.<'" ~ ~ - , 'tf) -<" A',,' I_.L}, ~ ~: Q ~ ~O! )' 4:: ~-:.i !' ItjN ~.~ ):I~I! " rr II :~4!! ~ ,il _~ ~~i~ ~ :~ij :>(~~ tn! i I'(n .J10J ---r \I J :-{'J I ~ :4. ;\- iuJ 10 VHLP4 - 4 ft Valuline@ Low Profile Antenna Dimensions A B Suitable for mounting to 4.5 in (115 mm) pipe (not supplied) c ... D Dimensions in Inches (mm) Antenna Size, ft 1m) A 4(12) 16.2(411) H 20.8 (528) B 11.6 (295) J 11.1 (288) C 142(361) K 6.5 (165) Mechanical Specifications E L F G 1\ il , IS!..O~" . "f> . '" "I~ J . ~ ;... / Q 1-+ f-K H o 10.4 (264) L 49.1 (1247) E 21.4 (544) G 14.7 (373) F 234 (594) ValuLine@ Antennas 29 rj .v Valuline@ Antenna Ordering Information 7.75-8.5 GHz (WR1121R84) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.L.. dB) Degrees Elevation Wind Speed Weight Azimuth mph (km/h) (Ib (kg) VP4-77 12 775 - 8 50 37.5 379 383 2.2 32 46 115(231)' :1:15 :1:20 125 (200) 79 (360) VP6-77 18 775 - 8 50 413 417 420 15 32 50 115 (231)' :1:5 :1:5 125 (200) 160 (72.5) VHP2-77 0.6 7 75 - 8.50 30.4 308 311 46 30 54 115 (231)* :1:10 :1:25 155 (250) 297 (135) VHP4-77 12 7.75 - 8 50 367 371 375 22 32 62 115 (231)* :1:15 :1:20 125 (200) 126 (570) VHP6-77 18 775 - 8 50 404 406 408 1.5 32 68 115 (231)' :1:5 :1:5 125 (200) 347 (157 5) VHPX2-77 06 775 - 8 50 298 301 304 46 30 53 1 30 (177)*' :1:10 :1:25 155 (250) 297 (135) VHPX4-77 12 775 - 8 50 366 370 374 22 32 60 115 (231)* :1:15 :1:20 125 (200) 126 (570) VHPX6-77 18 775 - 8 50 404 407 409 15 30 68 115(231)* :1:5 1:5 125 (200) 347 (157 5) , 1 10 (26 4) available on request .. 125 (191) available on request 10.5-10.7 GHz (WR901R100) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.L., dB) Degrees Elevation Wind Speed Weight Azimuth mph (km/h) (Ib (kg) VHP2-105 06 105-107 340 341 342 34 32 55 1 20 (208)' :1:10 :1:25 155 (250) 297 (135) VHP4-105 12 105-107 39.8 39.9 400 18 32 60 1 20 (208)* :1:15 :1:20 125 (200) 126 (570) VHP6-105 18 105-10.7 43.1 43.2 433 11 32 67 1 20 (20 8)' :1:5 :1:5 125 (200) 347 (157 5) VHLP2-105 06 105-107 340 341 34.2 32 30 60 1 30 (177) 1:10 1:25 155 (250) 21.6 (98) VHLP4-105 12 105-107 398 399 400 15 30 66 1.30 (177) :1:15 :1:20 125 (200) 115 (520) , '115 (231) available on request 10.7-11.7 GHz (WR901R100) Antenna dia(m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.L., dB) Degrees Elevati on Wind Speed Weight Azimuth mph (km/h) (Ib (kg) VHP2-107 06 107-117 342 344 347 34 32 55 1 20 (20 8)' 1:10 :1:25 155 (250) 297 (135) VHP4-107 12 107-117 40.1 40.5 409 18 32 60 1 20 (20 8)* 1:15 :1:20 125 (200) 126 (570) VHP6-107 18 107-117 433 436 439 1.1 32 67 1 20 (208)' :1:5 :1:5 125 (200) 347 (157 5) VHLP2-107 06 107 -11.7 342 348 355 29 30 61 130 (177) :1:10 :1:25 155 (250) 216 (98) VHLP4-107 1 2 107-117 400 404 408 15 30 67 1 30 (177) :1:15 :1:20 125 (200) 115 (520) , 1 15 (23 1) available on request 11.7-12.2 GHz (WR751R120) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.L.. dB) Degrees Elevati on Wind Speed Weight Azimuth mph (km/h) (Ib (kg) VHP2-117 06 11 7 - 12 2 345 347 349 31 32 62 1 20 (20 8)' :1:10 :1:25 155 (250) 297 (135) VHP4-117 12 117-122 409 410 411 17 32 60 1 20 (20 8)' :1:15 :1:20 125 (200) 126 (570) , 115 (231) available on request The pre-assembly optJon IS only applicable to 0 8m, 1 2m and 1 8m antennas ThiS applies to both standard profile and low profile antennas ,,- --~"DR.. Customer ServICe Center - Cal/rol/-Free 1-800-255-1479 . Visit us at. wwwandrewcom 12 File: M0525603 1 Updated PCN Date: October 12, Company: SEATTLE SMSA LIMITED Company Code Site Name, State Call Sign/County City Latitude Longitude Azimuth Distance Space Loss Elevation N W (NAD83 ) (NAD83) (degrees) (nules/km) (db) AMSL (ft/m) Transmit-Recelve Ant Type FCC Designatlon Antenna Manufacturer Gain/Beamwidth (dbi/deg) Antenna Height AGL (ft/m) Tilt (degrees) Diversity Ant Type FCC Designation Antenna Manufacturer Gain/Beamwidth (dbi/deg) Antenna Height AGL (ft/m) Equipment Manufacturer Manufacturer's Type FCC Identifier Emission/Stability % ATPC/Trigger Level (dbm) Transmitter Power (dbm/Watts) Fixed Losses Cm,Tx,Rx (db) Recelve Level (dbm) (dbm/Watts) (kbps/vc) EIRP Traffic Modulation/LvI Frequencies Transmitted (MHz) Page 1 of 1 Micronet Communications, Inc. 720 F Avenue, SUlte 100 PIano, Texas 75074 972-422-7200 2005 PARTNERSHIP P7544 EDIZ HOOK, WA /Clallam P7544 WAlPORTANGL, WA WPJD837/Clallam 48 08 30.10 123 26 08.00 160.39 7.11/11.44 134.616 10.0/3.05 48 02 41. 30 123 23 02.70 340.43 7.11/11.44 2637.8/804.00 VHLP4-107 VHLP4-107 ANDREW CORPORATION 40.4/1.5 20.00/6.10 4.135 ANDREW CORPORATION 40.4/1.5 130.00/39.62 -4.212 DMC STRATEX NETWORKS DXR711 DMC STRATEX NETWORKS DXR711 10MOD7W/0.0003 NO/ 26.00/0.3981 2.5,0.0,0.0 10MOD7W/0.0003 NO/ 26.00/0.3981 7.2,0.0,0.0 -37.52 63.90/2454.71 44736.0/672 QAM/64 11305.0V -37.52 59.20/831. 76 44736.0/672 QAM/64 10815.0V ,,~ ; I' ~ I I :I :I ~ ;fI ;.J ~ "J to ~ ~I " , .D 3 a 11 :a i3 B . 11 a .11 'is g D it ~ a Swedcnl Corpn,atioR ALP 9214-N I/..IJ~~Pcri{jdh.' Rt:flt....{'wr AmiJmm 92 Degree-s 14 dSd Features: o BfQadbanded. (SOO>-:900 '-'Hz) o low backfobo fadiatlofl, FronHo--back ratio belter than 2S d6 o Low Wina..Joad. U Low lt~te-rmodut8t'Q:n PJod~:t't$. Q low weight Q Small si%~. Q Rt.lgg~tf tfe$1.gn. P1Ms:~ see the f(J1lowlng pag.e& fnctutli~g ra~ation pattsm$l~e$ t{y. ALP fJ21iUJ, Electricat Specifications: !:~'XH!!J~ Mld;t OO-chm N-i,,~~~16 fJ~ 11$" Ef". Typ, 1,3:1 ~.:a:i Ud VMlCilJ "';4~8tl :>25 .os >- H) d13 ft~ ;.HS ~a ~M5 ~153~B ~M7;\ lM9 >163~a $OO'W S5" $<' DC GfQor...-1aQ Ffaq>..m~..-;y t~t'9l}~ l~lp~~fice: Con~ftCtQ-r; VSWH: P.~ltlt',~t3tilJ;~: Gaifi~ front in' bac~ m:io: ~y4J\Hcoo :j;u~-e:s~jG-t,~ ~1l~e>0'<Oi:t~Ia1;l)n: {2'..;~SWl~ 'p{)W~ R<lltln:g:-" " )"'f.Platlt*: .::1 d8 f:>I.llZiMa~ --3 dij UShtnif'~ ~l({)tfl<':iio(-,: ~, ty< ::...~... ~ W /"-::-":1->J.~"X"~~=::-'x:~: ~0~f.t~::!1.t{r!!.:~:f!~ W4jtz.-~" . :J .~5; r.<:::-4:::-'{/f~ ~~}~'" . /.,.~./.,;.:/.:;T(f~;;\/;F~::<:~t~. ": '$"13 z.ffi~f&:::.':::,:,-:J'-:::;- :/h............{-::'.-:..../..;:-.;.~->,... ..... :~~ ?:'..~;~.~1'ft:.<..$:~~r1%;~:1.t:f1:t ... J~::~",/i" IAechanicaJ Specifications: o-~'era~~ }le~l'l'r. W4ll1: t)o(tptn~ Waig~t ind~l:!hg bntd;{el:s: Haled wln~ V~~lli,l'i:' Vlind t<ron. (C~pJFW':tf~ Lal\:Hai thrust al rated wind Worst c~~~ 102...4 in -D.<t in 1 ?.5 If> ~3.3 roo HS mph tl~$qfl {26oo t~~'j;l (29nml1'l1 {'no fnftl} !24 K{J) {"lSO Ktl\lhJ {o.75 sq.m} 11 ]{} N .tff pOdl'JtN' I 1/7() !:! =- 2b~ Materials: 1'1 'ttb /'I/(b Badja~1ng ~lemE~Is.: t:~m~tt IlQj.J~:I'j~; Eeck-plat.e: A';<Jmit;Wll C~tW PVC: A:umi:"<l..ll'1l ,V;I I ,.y',m.m','Ww" l-. i l<SWl~ t }J,OtifWrt~ ~:~fO'o',l~f*) 1 t <;!amps: ~ $-i bats: ] J-- ~'.-.I.....-. .-..J~-...rw'---'-._ ____-..--.:""~ ~j~ 'i 1 j j-~Y~T""""~-:---- ~ ~--=::J,.:m"u~/.'m"'" ~'J(S1'I4(Js,""l<r...H;y:AlJk~<<~ ~)J.r~l1l..HJ :f!.KI ~~"\l ~~j) ~-$') lSU. ~Al Hot 0".;) g~lVar.}{?f.lC: $ee<el S~jn~~ss ~e~l ';.~ ~...~ '-"'''"0;'- -..;o;"'='''~oQo''<<,\<<..<O'.;.<..{~<<---o;.J;'{'W'''''.!:-'v~""";o;...^'''''''',,,,-:<,,<<-,W:.....-...e.'-'-,;,, .^<<"'....... :4<<",'-:.4\~JtH~"",~""",~c~:~~)J/)~~-' ~~.~H":".> j. lot , ''" ------ at!. .n .- j .." Mechanical specifications length 1200 mm 47.20 in Width 545 mm 2125 in Depth 350 mm 13~65 in 4) weight 15.44 kg 34 Ibs Wind Ar~ OA5 m2 4.a4 if Wind load at 50 rols 743 N 167 lbs Antenna consisting of brass and COVered by a fiberglass fado~. Mounting & OowntUting: Mounting brackets attach to a pipe diameter of 05()...160 rom (2 Q.e.3 in). Mountlng bracket k1t #36110003 Downtilt bracket !<it #36114002 Electrical specifications Frequency Range -806-941 MHZ" impedance 500 ~) Connector NE. E-DIN 1) VSWR 51.25:1 PolariZ'ation Vertical f) Gain 16 dBd 2) Power Rating 500W f) Half PoWer Angle H-Plane 40. E-Plane 14. 1) Electrical Downtllt 1.25. f) Null FjU 5% lightning Protection . Direct Ground *Also available up to 960 MHz. Consult your sales director for more information. 11 Typfcal Values 21power Rating limIted by connector only :liNE indicates an elongated N Connector E.OJ/II Indicates an elongated DIN Connector "1Tne,mlennaweiQI11 IJsted above lfoes not mclude tI1e bracket weight llllll_ems tlImec1lan1catjUllffOl'dej$tllal pt~ 1If1llt antl!llllll mar~~made wlthout_ce. .. Radiation-pattern 1) -170 ,.. 170 Horizontal 20 30 Vertical Radiation patterns for all antennas are measured With the antenna mounted on a fiberglass pole. Mounting on a metal pole will tYPically improve the Front-to- Back Ratio. 4} l%tf: {14"~ ........: ~ >.: }; :-'" .... "'Y Tn" ~~ .;t .. 'Y .~f .f ::--: P r~!f'~.~ ~~... J. ~ 7.:. .t: "'} << LPD-4016 When ordering, replace '_' With connectortype .10 :".::t~~f;ff:.;::0:m~~""W::::~f~~~:::.~~?-=::~g::"ff$~::':~~::9-:r.~:;:"f.:.?{f;':~;:: ?:.:=:.-:~<<:J"~::" .;....n ;0:...........:::::: "'8":'" ~;'''' ":'\":f1;f.};:.::~?1:::::~~;::.f::;-'{"( >;." ::...:-....>>..;. . ::::~~?x....r.?-: ~.. .... ~?'..::..~~.f)';::#"';:Z::/::-'" ..... .... ..~~..8...~~:f{.. "?<~*~~r::~n::=:~)::.:?~t~~::~~~ ,;t>,>.' ~~ii~,~~~i~f~~1:~~~ -:.:::/..;.....:::::..:..." .:........:.:;- .~t:~t;..:.::~~~.;:.. .., ..:r~..:~J~ . ..... ',' ':~;~i~~J;~iif~~.:; ...... ......... .... ~:: ..' :"..:';:/;.... ..... :':,," " .....' .~t~;(t~J:~fl~[jt~.: ~~~ 'iJI~iy;j:~~;, ;. -:.:;'.... .........;.:.......{::.1.. .. . .... ..... ~;-:.~;~~:?j~~~<;~..::.~~.. ~.~:: . .......... ...... :::::;t~:~~~:;~~~.i~.:{;~;, '0 .20 .'0 '0 ~..;...... ~.".. ',,'v" _ \. ~" ~o$;', '"" ?- ..~..:.u' ;pJf~ Amphenol Antel's Exclusive 3T (True Transmission Line Technology) Antenna Design: . True log-periodic design allows for superior front-to-side characteristics to mimmlZe sector overlap . Durable brass feedllne design eliminates the need for conventional solder joints In the signal path . A non-colllnear system with access to every radiating element for broad bandwidth and superior performance . Air as insulation for virtually no internal signal loss Every Amphenol Antel antenna is under a five-year limited wa"anty for repair or re- placement Antenna available with center-fed connector only. ......~-_.... """","'--~~' ^1J;~; Revzsion Date' 6/3/04 1300 Ca$)ltalDrtve Rockford, iL 61109 Toft-Free (888) 417-9562 Tel (815) 399-0001 Fax. (815) 399-Q1~6 6mail: antel@anteIfnc com www.antehnc.com i -----.1- _J-_IL- 5 - 8 y,,- ----- --- --- -~~--- - - ~, -J.--etD~-R.OO F ~_~u_____ -2~~~ _ ~ ~ () ..:.' N _ _ A'::6t1}ll:W.-=-~ ~-- -4/1 .- 3~11 II c J O~4- ~ct .1~~11t;t;=~==-_-- --- [ J2fJ:fFo,<rPD~I -l 3- 411~. '2.011 T'''''I~I----;;;'--fF== - -. J~ _E#-_VEJ~, _ _ y_ ALL- --rr--rN--- _. _____.___LL~_______. ymLJ)=~~u'_ ~ _ i t--\. V-J. ~f~lr[-RCJ~~AY_E:_ -_ _A-~I_.__-T~Y_.OJ~I._~ --==---1T-It---- T- . l- -.-- 'I'L--r:. I -0'. -.---~------------ ~f-n r---, F "-:1 Pi=t /\ \- f:1.. 8 Q.. ~ ~ ~ ~ 1.1 I\): I ill Q.. b..: bi r- ,<.P ! , ; ~ J:D'! i - Ii \ ~. -' ~~t ~ .Ji _X 01 -0 Q?j _" I ~1n -' , ~ rr"'! \J.) I! if)=:::f ,4:'; , ~ O}--: - 0:. t ' ' -0 , I >t: ~ ~' 'X o r-=- )h' . , I W ,0' '0 ~ 'F ~ 1 ~ ~~'T . ,\.L - ,-' ieD /: ',ll IT' ' ' Lf) J- I~~' 7 "2 K'J,I - !1 +-;! I '~~~ 0,,9,, ' ,{- ......:' I ' rl1 i~: '~V- ~:;s:.:: ' <<.0' :1 I ' ..:- " )t ~ ~: i ~, <l .r I-i . r.i 11J Ul ' },' : Oa1 I , iAI' i i l v,' 1 ~ !-n: 2' ~lUi 1 fx: 18+ hi: L~I.I. I Q...: ~(f' t~' 1,1'1' )(1 .iN ~U. ,~I I i I \ ~~p ( I, J I "I '~ ll'i'1 L! "-1! , : r--- Dl fu. . ' o ",=;~I \.~ M" ~: r, .J -1. 4 )- \LO ~~ l!l~ :::> ~. -" 'LI illi....; ,~:i2 :0' 'L. 1,- l2JO , I~I 0- ~. r-- Q.) .-1, T- \- ~) \L' -l L: :/........ 0 -2 ~cQ: <C - ,-, .L r+ ~QcL U @ ~ ~~I ~ -' . ,~~, -' ~, 0 {O, ' , ,~ \0 ~ ;U1/1 ill -= ~ ~ \.-::/~:2~~ Ill)' :::I ~, -' ,lfl ~ IX, ---. ) iNi IV> I"" I' ' I !~~r? j2 I. I ~" '~ o W-i o I I I I ~;-1 P y:~r~.~ :'\.,.., {) .,- ,- , . \1 ~ _ Ft_G,~'~g "~d :/0'1 / ~.~ ~~i _~J2>O__W~ - -1'2I -PPIl\JT T "r' PICA I- -~-~- . I 'I 'I I II ~t\QQ---t:-1 Yi)( 2 i- 74 I~ L..V ~!~-~tS~~S~I-~l~Lv. '. LI 7l.-c- --- .ltk -'-'-- _ I LEN-G-r-R-E"r e;-Ol.TS AS - RI2Q 0'"; II ~. ~~ A3-?.T3_ __ __ . S G'<:1'lr,C- ~OL.I ------:U;'''<--I- /'--':'-.(N) X 4)('5,'b TP.i,\iISi='E:.R BM.. I~)ROOF lADD LIY~~~IYz.'Y4- ~c.K: iO---eAC K.. \1)1 (C) L_l'h._~ 11)'2. LEI-JG 1 ~I EN c::r--- - ----- ------ ... . I ~_I,.)OL 1. S _ AS..f2..t5<? D _. " <0 -.:. L-Oo.s P; _ ~ 4. ~t'~x. 0 1- I 0 I' Till2-:" ~~~<I?-A ~/2'5 BO L 1 S OEIAII_ CD . r%.1l -; I' -0 II - -.DETA-IL@ ~- IYQ.II-;::.-II_Oll f '2-1...1 .,.0 AGt L ~ : Q .... 1 , m -]C~~-~ ~II)( '/4_" : 58 I M 4 _- --SOLi \iJIY'2.II~ 8t2l~\ -e __ -Y4.-P\:~D-FSP~ fJ. ryp ... _-4-_lIcI:> 5iO. /pIPe - -TIlF~\ / ~ ~I rl~ 4\-~~E--- ~ -~ _t--.'<.8'ASI-I-K l~p~i1il'f'c~3:as ~~i.iR~~ -7\ -- VE l\"z 60 __J?T_~hL___ ____ _ _ --- I J/'211 ~ 11~t) II --:; BOL,.T BR~C I t-J6 \t-.!/ -'2.-~r5:u q;_801- TS - l'-'1'~fl-ItA. I:: - --- ~X-'K-I/ \I - ---=-..J~ 3 '3 14 -----OE T7\TT:--@ ---'~ - ~-~ -- ~-~ -- ---- -=-%'f~i I-efl' - ~o , - - ~ ~\1J =- ~ ol. ~; ~~~I , I -e1\J. 1 I k!~ \l..; ~' , +-t I 1Z!t"': i-?i (Y ~ - O''{ ,I, -0 '\J ')'., '\- =:.J) 1- ~~ 0 !~ cO "'kr /.' : ,-t& -eJ; I <l..i J..-;:Q 1/' 'R 8"1; ~. '.r> · o i (J' I :- 'i ~I' ", (0 I i~ 41!! ,I i' I ~jTt I~ :~! '~ ~I~b mlll'rn .-i~ ----r -1..J. uJ '>< 2(Yl 20 i<( \I II) I J.. ill t"7 ' u:2 :..1.., (()! : :J -=:Ii 0.)' ~ lfll : i ' n1 If): ~ 1 : I ~ i.--.\i: i , 1"1: I r-: ; ~'" '(f) - ',' '- -<"; ~' " ~ ~ ~;~; ) <I:i: ~-:., I' !Iir-! ~" I ~.~ -~ \I, " ;J i4 i\~ iuJ I ' 10 i I :~ VHLP4 - 4 ft Valuline@ Low Profile Antenna Dimensions A B Suitable for mounting to 4.5 in (115 mm) pipe (not supplied) c Dimensions in Inches (mm) Antenna Size, It (m) A 4 (1.2) 162(411) H 20 8 (528) B 11.6 (295) J 11.1 (288) C 14.2 (361) K 65 (165) Mechanical Specifications E L F G 1\ fl , I$!...O 00.. . "'''' . ~ J . ~ ~ - / i->' r-K H D 10.4 (264) L 49.1 (1247) E 21.4 (544) f 23 4 (594) G 147(373) ValuLine@ Antennas 29 ,. to . ValuLine@ Antenna Ordering Information " 7.75-8.5 GHz (WR1121R84) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.l., dB) Degrees Elevation Wind Speed Weight Azimuth mph (kmlh) (Ib (kg) VP4-77 1.2 775 - 8 50 37.5 379 383 22 32 46 115 (231)* :t15 :t20 125 (200) 79 (360) VP6-77 18 775 - 8 50 413 417 420 15 32 50 115(231)* :t5 :t5 125 (200) 160 (725) VHP2-77 06 775 - 8 50 304 308 311 46 30 54 115 (231)* :t10 :t25 155 (250) 297 (135) VHP4-77 12 775 - 8 50 367 371 37.5 22 32 62 1.15 (231)* :t15 :t20 125 (200) 126 (570) VHP6-77 1.8 775 - 8 50 404 406 408 15 32 68 115 (231)* :t5 :t5 125 (200) 347 (157.5) VHPX2-77 06 775 - 8 50 298 301 304 46 30 53 1 30 (17 7)** :t10 :t25 155 (250) 297 (135) VHPX4-77 12 775 - 8 50 36.6 370 374 22 32 60 115 (231)* :t15 :t20 125 (200) 126 (570) VHPX6-77 18 775 - 8 50 404 407 409 15 30 68 115(231)* :t5 :t5 125 (200) 347 (157 5) * 110 (264) available on request ** 1.25 (191) available on request 10.5-10.7 GHz (WR901R100) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.l., dB) Degrees Elevation Wind Speed Weight Azimuth mph (kmlh) (Ib (kg) VHP2-105 06 105-107 340 341 342 34 32 55 1 20 (20 8)* :t10 :t25 155 (250) 297 (13.5) VHP4-105 12 10.5-107 39.8 399 400 18 32 60 1.20 (208)* :t15 :t20 125 (200) 126 (570) VHP6-105 18 105-107 431 432 433 11 32 67 1 20 (208)* :t5 :t5 125 (200) 347 (157 5) VHLP2-105 06 105-107 340 341 342 32 30 60 1.30 (17.7) :t10 :t25 155 (250) 21.6 (98) VHLP4-105 1 2 105-107 398 399 400 15 30 66 1 30 (177) :t15 :t20 125 (200) 115 (520) * . 115 (23 1) available on request 10.7-11.7 GHz (WR901R100) Antenna dia (m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.l., dB) Degrees Elevation Wind Speed Weight Azimuth mph (kmlh) (Ib (kg) VHP2-107 06 107-117 34.2 344 347 34 32 55 1 20 (20 8)* :t10 :t25 155 (250) 297 (135) VHP4-107 12 10.7 - 11 7 401 405 409 18 32 60 1 20 (20 8)* :t15 :t20 125 (200) 126 (570) VHP6-107 1 8 107-117 433 436 439 11 32 67 1 20 (20.8)* :t5 :t5 125 (200) 347 (157 5) VHLP2-107 06 10.7 - 11 7 342 348 355 29 30 61 130 (177) :t10 :t25 155 (250) 216 (98) VHLP4-107 1 2 10.7-117 400 404 408 15 30 67 1 30 (177) :t15 :t20 125 (200) 115 (520) * 115 (231) available on request 11.7-12.2 GHz (WR751R120) Antenna dia(m) Freq Gain (dBi) 3dB BW XPD FIB VSWR Fine Adjustment Survival Net (GHz) Bot Mid Top (degs) (dB) (dB) (R.l., dB) Degrees Elevati on Wind Speed Weight Azimuth mph (kmlh) (Ib (kg) VHP2-117 06 117-122 345 347 349 31 32 62 1 20 (20 8)* :t10 :t25 155 (250) 297 (13.5) VHP4-117 1 2 117-122 409 410 411 17 32 60 1 20 (20 8)* :t15 :t20 125 (200) 126 (570) * . 115 (23.1) available on request The pre-assembly option IS only applicable to 0 8m, 1 2m and 1 8m antennas ThiS applies to both standard profile and low profile antennas f- ~~ND..W. Customer Service Center - Call Toll-Free 1-800-255-1479 . VIsit us at wwwandrewcom 12 Page 1 of 1 Micronet Communications, Inc. 720 F Avenue, SUlte 100 PIano, Texas 75074 972-422-7200 File: M0525603 1 Updated PCN Date: October 12, Company: SEATTLE SMSA LIMITED Company Code Site Name, State Call Sign/County City Latitude Longitude Azimuth Distance Space Loss Elevation N W (NAD83) (NAD83) (degrees) (miles/km) (db) AMSL (ft/m) Transmit-Receive Ant Type FCC Deslgnatlon Antenna Manufacturer Gain/Beamwidth (dbi/deg) Antenna Height AGL (ft/m) Til t (degrees) Diversity Ant Type FCC Designation Antenna Manufacturer Gain/Beamwidth (dbi/deg) Antenna Height AGL (ft/m) Equipment Manufacturer Manufacturer's Type FCC Identlfier Emission/Stability % ATPC/Trigger Level (dbm) Transffiltter Power (dbm/Watts) Fixed Losses Cm,Tx,Rx (db) Receive Level (dbm) (dbm/Watts) (kbps/vc) EIRP Traffic Modulation/LvI Frequencies Transmltted (MHz) 2005 PARTNERSHIP P7544 EDIZ HOOK, WA /Clallam 48 08 30.10 123 26 08.00 160.39 7.11/11. 44 134.616 10.0/3.05 VHLP4-107 ANDREW CORPORATION 40.4/1.5 20.00/6.10 4.135 DMC STRATEX NETWORKS DXR 711 10MOD7W/0.0003 NO/ 26.00/0.3981 2.5,0.0,0.0 -37.52 63.90/2454.71 44736.0/672 QAM/64 11305.0V P7544 WAlPORTANGL, WA WPJD837/Clallam 48 02 41. 30 123 23 02.70 340.43 7.11/11. 44 2637.8/804.00 VHLP4-107 ANDREW CORPORATION 40.4/1.5 130.00/39.62 -4.212 DMC STRATEX NETWORKS DXR711 10MOD7W/0.0003 NO/ 26.00/0.3981 7.2,0.0,0.0 -37.52 59.20/831. 76 44736.0/672 QAM/64 10815.0V I ~ ~ I . :D :I -'I l" ...;. ;I 't ~ '~ ~I ~ .. ~ '. a a a ~ 11 . . 11 .11 :D ~ . ~~ .~ 11. a: Swndcnm CnppopuUon '~...H...+.yq",,-,~ ALP 9214-N l/.IX'.p erimiit.' Rcflt""cWt Amf!flna 92 Degrees 14 dBd Features: Q Broadbaflded. {Soo.-SOO MHz) o tow b3Ckfobo tad~atl-on, FronNo.-back ratio better than 2a de o Low Wind-load. U low Jf~t~rModot~t~Q:tl P,(JdtJ~. U low weIght o Small si%~. Q fh.lg~~d de$igr~h Plaa:re see the f(lllowlng pageS' jnd~Jding m<f"ation pan~msllabl;es i{J{ ALP fJ214,N Electrical Specifications: t~")6,a~$ MH~ OO-chm N~i,,;&~l(i {J~ llfj?' EtA 'ryp. 1,3:-t m~~ U;d V!3<1leeJ .,4.jad :>-:2tl d8 >t9.dS fM$ ;.v~s ~a ~U<5 ",153tJa ~M7 &: tM'9 )-16:3 ~a ~OYI F~':3q>,Jt)P_-;:Y t~t~I}~ lr;lpM:ance: Con::::s.cW: VS'Wfk P~ltlt..,~~tll;1:j'l : Ga:ifl~ Front W b~(;k J'f')'IO; f}.;~o iobtt ~1Jp1l;)S~io!Y~ ~1l~e;.:r-od.~lag;)n: {}l~1~Wj~ p{)w(;>,' f1~~iniJ:-' -, ~'f.PlatlfJ: ,3 dB E-Pl:lina. ..~ <IS Us'nt!lif'.(~ P(1)t~<,;iitY'<: 95~ a< JXi GiQll~>rlr,(j ~. IAechanicaJ Specifications: H:l~.4 1!J n.4in 1?.~ If>. ~:t3 rll~ H ~ mph fn Ql ft (2.tjOO IZ~!'l~) (29(} mm} (:.rJO mm} !24 K\J) {i.8lJ K(l\ltJ) {o.15 sq.m~ O\targ~~ H!\'Y:gh:;: W'4tl), noftpth~ Waig;::t iflct~rli~ Dra~ets: H.a~rl v.'jn" \I~C;II~ 'l/Ilnd tit{lfJ. (C't:NFft;l?':t); La~:ai t..nrtJst at rate-d Wtr'Jd Worst C!a~~ 11]U N pOO'?V.t ~ I eo j:J ::- 2.b~.IIIff Materials: f, f:rb N/(b Badiating p-leme~l~: E~mM!=l flQi.l~ifj~: BBlck-~faie:: k"..Jmi~Wll C:"t)'~<4 P~iC Numit':uf11 ..t.~J 1 ...............................r-{"'.............................. i }<s.w;~ ~ MQuftlir't~ ~!~Ir;;:W~~lj) 1 .. <::~<tr:~~s: ~ 5-j t bobs: , -. .~."'^"..._..-.)_..--..__......__...... .....__~~.._........_____.......-...--.'Y""'~J..f"'..... I~ i , l . - T.......""-;" < , ~ .......,....1...........,...........).................... . f~Kl g;,"!,) 5:-~~) ~<)t) lW' ~^' Hot t.i .;) 9~Nanm16 $~e-e1 -SL~io~9SS s~e~t !>'frs'<'l4m;J-.'N,:f !;y. Aj.lk~<<1l' S}i:U't}i .4.8 ;~~n .............- -'v.;-.: :~"""<<'\"""-:-'''.<''<'''''''''",, ....... -:J ~;:;>~. .....'W" ..;,-:<...;...;.; .. n...."<..r..~-:;-:.v:.h.~....~Q;~:c~..~.:.... ...:~.~..~ 'ei:'<x:,n;; x '(. I> --~_.-- d1ij: '" ij~ J " '" '" LPD-4016 Mechanical specifications length 1200 rom 47,20 in When ordenng, replace '_' with connector type Width 545 mm 21.25 in Radiation-pattern 1) Depth 350 mm 13.65 in 4) Weight 15.44 kg 341bs Wind Area OA5 m~ 4.84 ff Wind load at 50 mls 143 N 167 lbs Antenna ~nsisting of brass and covered by a fiberglass 1adome. Mounting & Downtilting:: Moring brackets attach to a pipe diameter of 05().160 mm (2.o...a.3 in). Mounting bracketklt 1136110003 Oowntilt bracket !<it #36114002 Electrical specifications Frequency Range -806--941 MHZ"" fmpedance SOp ~) Connector ME, €-DIN t) VSWR 51.25:1 Polarization Vertlc~lI 1) Gain 16 dBd 2) Power Rating SOOW 1) Half POWer Angie H-Plane 40. €.Plane 140 'I) Electrical Downtl1t 1.25. 1) Null Fill 5% lightning Protection . Direct Ground *Also available up to WI) MHz. Consult your sales director for more information. 11rypiaatVatues 2lpower Ratlng ilm1ted by connector only. 3lNE indfcates an elongated N COnnector E-DIN Indicates an elongated DIN Connector. 4j The antenna weightlJ&tsd above does not include !he bracket weight IflllllOVemellls ~medlllnlcat$ld/$I'j!Jec$lcal Jlt~ llfflt antllllna m3J'lI&mad& wltItout nolkl!. .30 .20 '80 .. 80 Horizontal -170 '80 '70 .. 80 Vertical Radiation patterns for all antennas are measured with the antenna mounted on a fiberglass pole. Mounting on a metal pole Will tYPically Improve the Front-to- Back Ratio. ...;} {?;.~:. &:""1 A ~ -:t':.. ~?~~) ..... .~~~. ..-...-~~~ t.1 r~.!f'lJi 7~ -10 '0 20 30 .10 10 ~~~ \ .. . .r-f.;., :r.:*,.., ~< Amphenol Antel's Exclusive 3T (True Transmission Line Technology) Antenna Design: . True log-periodic design allows for superior front-to-side characteristics to minimize sector overlap . Durable brass feedline design eliminates the need for conventional solder JOints in the signal path . A non-collinear system with access to every radiating element for broad bandwidth and superior performance . Air as insulation for virtually no internal signal loss Every Amphenol Antel antenna IS under a five-year limited wa"anty for repair or re- placement. Antenna available with center-fed connector only. .^'''^''^--,. ,_.n " . A~~~;~ 1300 CaPital Drive Fax. (815)39~156 Revision Date: 6/3/04 Rockford, fL 61109 Toft-Free (888) 417-9562 Tel. (815) 399-0001 Email: antel@anteffnc.com www antehnc com CI) CI) ~ (I) .~ ~ C". .... 01 ~ 0-- L.. <D ~ IIFENCE NOTE, II EXISTING 6 -0 HIGH CHAINLlNK FENCE SHOWN DASrlED IN ELEVATIONS FOR CLARITY I THIS IS NOT A SITE SURVEY !MICROWAVE NOTE, '~\. '\ > ALL PROPERTY BOUNDARIES ORIENTATION OF TRUE NORTH ANO STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE o. CONTRACTOR TO FJELD VERIFY ALL DIMENSIONS OF EXISTING ANTENNA MOUNT PRIOR TO CONSTRUCTION (REFER TO STRUCTURALS FOR DETAILS AND NOTES NOT CALLED OUT) EXISTING ROAD EXISTING TRANSFORMER EXISTING BOLLARD (TYP OF 2) .... EXISTING OH LINE (TYP) ~ o Uo -I :::l~ - OH - OH - OH - OH - OH - OH - OH - OH - OH - OH - OH j - OH - OH- OH - OH- OH ~~ ~ 76 ~ ~~ ;~~~ ~~~~ EXISTING UTILITY ~ POLE I EXISTING TELCO ~ Q PEDESTAL OH-OH-OH-OH-OH-OH r OH-OH- -X-X-X-X-X-X-X-X- EXISTING DECK e.: w 0::: - OH- OH- OH - OH - Orl- 'TIIX -X Nt ~ I X L I H - Oh - OH - OH - OH X-Xi X L VENT --- ._. I I ... I I ..11 I KDC ') "I- [\ ~'W" I EXISTING VERIZON WIRELESS 12 -O'x28'-O" EQUIPMENT SHELTER Architects - Engineers, P C 4720 200TH STREET SW SUITE 200 lYNNWOOO WA 98036 PHONE (425) 570-655, FAY (425) 712-0846 LICENSURE -EXISTING VERIZON WIRELESS ANTENNA (TYP OF 7) GATE PROPOSED VERIZON WIRELESS 4' -0. DIA MICROWAVE DISH MDUNTED TO PROPOSED PIPE MOUNT PER STRUCTURAlS -0 I I -~ X <Xl I I X 0 ~ I EXISTING VERIZON WIRELESS ANTENNA MOUNT ON TOP OF EXISTING SHELTER EXISTING VERIZON WIRELESS GPS ANTENNA EXISTING VERIZON WIRELESS 6-0 HIGH CHAIN LINK FENCE <Xl I S' I x L X- X-X- ~ 5 -0" 12 -0. EXISTING ANTENNA PIPE MOUNT TO BE REMOVED FROM PROPOSED MICROWAVE BEAM PATH EXISTING EOUIPMENT SHELTER (BY OTHERS) I x I EXISTING STAIRS EXISTING VERIZON WIRELESS ANTENNA (TYP OF 7) 12/01/2005 CJC EJC DATE DRAWN BY CHECKED BY EXISTING ANTENNAS (BY OTHERS) EXISTING COAX ICEBRIDGE EXISTING VERIZON WIRELESS GPS ANTENNA REVISIONS DATE DESCRIPTION BY 86/23 ISSUED FOR LCN 2005 SITE S<ETce 11/09 ISSUED FOR JMG 2005 SITE SKETCH 12/01 ISSUED FOR REVISED CJC 2005 SITE SKETCH EXISTING LATTICE TOWER ~C L OF PROPOSED VERIZON WIRELESS '--1"22' o. EXISTING ANTENNAS (BY OTHERS) EXISTING LATTICE TOWER EXISTING VERIZON WIRELESS ANTENNA MOUNT ON TOP OF EXISTING SHELTER I x I x xJ EXISTING EOUIPMENT SHELTER (BY OTHERS) EXISTING VERIZON WIRELESS 12 -O"x28'-O' EQUIPMENT SHELTER EXISTING COAX ICEBRIDGE PROJECT' EXISTING ANTENNA PIPE MOUNT TO BE REMDVED FROM PROPOSED MICROWAVE BEAM PATH X-X-X-X- PROPOSED VERIZON WIRELESS 4'-0. DIA MICROWAVE DISH MOUNTED TO PROPOSED PIPE MOUNT PER STRUCTURAl5 A1- EDIZ HOOK EXISTING BOLLARD (TYP OF 2) X- X- X- I I ~ PORT ANGELES,WA 98362 4t SK1 8' 24"_ SCAL& I x1T BCAlE' 1/4"'" 1/8"-f ~ 4'_ BCAlE' 3/f8""'-o x1T BCAlE' 3/37'''' ENLARGED SITE PLAN 1 2 SOUTH ELEVATION CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 F,A,qT 5TH STREET. PORT ANGELES. WA 98362 ELECTRICAL PERMIT ISSUED: 5/22/2002 VI-I~MII NO OWNER/APPLICANT PROPERTY LOCATION VERIZON WIRELESS 850 EDIZ HOOK W 850 EDIZ HOOK Lot: 6 GOVT OUTLOT Port Angeles, WA 98363 Block: [] Long Legal 425/603-2147 Subdivision: EDIZ HOOK T:VERISON WIRELESS S: Parcel No: CONTRACTOR ARCHITECT VECA ELECTRIC CO. INC. N/A P.O. BOX 3248 BELLEVUE, WA 98009 , 98360-0000 206/635-0505 360/000-0000 PROJECT INFO Project Type: COME MISC. Project Value: $0.00 Occupancy Type: COMMERCIAL Construction Type: Occupancy Group: Zoning Use: IL Electrical Heat: [] Baseboard 0 KW [] Riser [] Underground Service [] Furnace 0 KW [] Overhead Service Voltage: 120,240 [] Heat Pump 0 KW [] TempService Phase: [] 1 [] 3 [] Fan Wall 0 KW Service Size: 200 Feeder Size: 200 PROJECT NOTES SHELTER MODIFACATION REQUIRING METER TOBE RELOCATED TO NEW H-FRAME ADJ [r~ TO SHELTER METER #08988 OR 69796067 RECEIPT#9025 FEES ASSESSMENT Service: $92.30 Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $0.00 Misc Fee: $0.00 TOTAL FEE: $92.30 AMOUNT PAID: $92.30 BALANCE DUE $0.00 : COMMI~NTS/ACTION NEEDED ELECFRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MllqlMUM 24 HOUR NOTICE. II' IS UNLAWFUL TO CO VEI~ INSULATE OR CONCEAL ANI' WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLMNS AT JOB SITE DITCH ROUGH-IN / coVER S, ERVICE ! GENERAL COMMENTS: _PW- 1102.15 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 I~UILDING PERMIT ISSUED: 5/28/2002 PERMIT NO: 13446 OWNER/APPLICANT PROPERTY LOCATION 850 EDIZ HOOK W VERIZON WIRELESS 850 EDIZ HOOK Lot: 6 GOVT OUTLET Port Angeles, WA 98363 Block: [] Long Legal 425/603-2147 Subdivision: EDIZ HOOK T: S: Parcel No: CONTRACTOR ARCHITECT MERICOM CORP. N/A 25977 SW CANYON CRK. RD. STE E WILSONVILLE, OR 97070-0000 , 98360-0000 425/894-1093 360/000-0000 PROJECT INFO Project Vatue: $8,400.00 SFD Units: 0 Commercial: 0 Project Type: COMM/ADDITION SFD SQ FT: 0 Industrial: 0 Occupancy Type: COMMERCIAL Garage: 0 Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 Zoning Use: IL PROJECT NOTES 20' X 12' EXTENSION TO EXISTING 8' X 12' EQUIP. SHELTER AND 8' EXTENSION OF EXISTING 3' X 8' DECK RECEIPT~t9163 FEES ASSESSMENT Building Permit: $167.25 Misc Fee 1: $0.00 Plan Check: 0.00 Misc Fee 2: $0.00 State Surcharge: ;4.50 Misc Fee 3: $0.00 House Moving: ;0.00 Manufactured Home: ~0.00 Sign: ~0.00 TOTAL FEE: $171.75 Plumbing: ~0.00 AMOUNT PAID: $171.75 Mechanical: ~0.00 BALANCE DUE: $0.00 Radon: ~0.00 Separate Permits are req u ired 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. ~3~-~of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERM1T 1N A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (L1GHT DEPT) SEPARATE PERMIT: g PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALES / ROOF J CEILING DRYWALL T-BAR INSULATION SLAE WALL J FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY I-1OOD / DUCTS PW UTILITIES ! SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHOP~ELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ESE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGrNEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 41744750 PLANNING DEPT. T:~PLANNING\FORMS\ 1102.15 [4/2002] °~~ BUILDING PERMIT - APPLICATION ~"~,#: ~ ~vya ~ I Date Approved: Datr Issued: The Building Permit - Pre-application must be filled out completely. Please type or print in ink. If you have any questions, please call 417-4815 Applicant or Agent: .~{/A/ YtqA/ ~[e-r-~A/ Phone: ~tg~/c~Z Owner: (~/,/~' 0~ .~/~/" /~'/~ Phone: :~,~ .~";l Address: ,.~72 ~- ~'~ur~7. City: ~t~'f ~~ Zip: ~g~, 2~ Architect/Engineer: '~7~'l~t ~/~/ t~'P[ ~ Phone: ~ ~'~ / Con.actor M~ ~ License g: Exp:. Phone: ~ Ad.ess: ~ ~W~ ~Ci~?~ ~/~~.. a~ Zip: eao~c~ ~ ,ess: g~ ~ ~P/~ ~ ~ zo~e: LEG~ DESC~PTION: Lot: ~og o~r~Block: ~ ~Y Subdivision: ~ ~, ~ ~ ~ CL~L~ CO~ P~CEL ~ER: Credi~ Card Holder Name: Billing Addr~s: Ci~: Credit Card g: Exp. Date: ~SA MC ~E OF WO~: SIZE~UA~ON: ~ Residential ~ NewCo~m ~ Re-roof ~ Woo~tove ~SF.~$ ~ /SF.=$ ~ ~ D ~ Multi-f~ly ~ AddiSon ~ Move ~ G~age ~ SF. ~ $ ~ /SF. = $ ~ ~ n Co~ercial ~ Remodel ~ Demolition D Deck SF. ~ $ /SF. = $ ~ Repair E Sign ~ ~'/' TOTAL VALUATION $ ~ a~ '. /2~ BmEFDESC~ONOF~PRO~CT: ~Y ~ Og ~ ~fig[/WO ~/2 ~ CO~RCI~SIDENTI~: Occup~cy Group: .q/ Occupant Load: ff Co~cfion T~e: ~-- / No. of Stories: ~ Lot SNe: % Lot Cov~age: % Exis~g Lot Coverage: /sq. ~. + Proposed Lot Coverage: /sq. ~. = TOTAL LOT COVE~GE: /sq.fl PL~N~G USE O~Y: APPROVES: PL~ Notes: BLDG. DPW H~ ESA~e0and(s): Yes ~No SEPA Checklist required? ~ Yes~ No O~er: O~ER B~D~G PE~ ~PLICATION S~TT~: Your applieation and site plan must be filled out compl~ely to be accepted for review. The Building Division can provide you wi~ more derailed relocation on ~e applica~on and plan submi~l requirement. Your completed application, site pl~ (for additions) and building con.etlon plans are to be submiued to ~e Building Division. V~UATION OF CONSTRUC~ON: In all cases, a valuation amount must be entered by the applicant. ~s fi~re will be reviewed and may be revmed by ~e Building Division to comply wi~ c~ent fee schedules. Contact ~e Pe~t Coordinator at 417M815 for assismce. PL~ C~CK ~E: Yo~ pl~ check fee is due at ~e me ~e building pe~t application and cons~cfion plato ~e submi~ed. All o~er pm~it fees are due at the time of pe~it issuance. E~I~TION OF PL~ ~VIEW: lfno pe~it is issued within 180 days of the date of application, this application will expire. Building Official can extend ~e ~e for action by the applicant up to 180 days upon ~iaen request by ~e applicant (see Section 107.4 of the Unifo~ BuildMg Code, c~ent edition). No application can be extended more than once. I hereby cert~ that I have read and examined thts application and know the same to be tme and correct, and I am attthortzed to apply for thts permit, l understand it is not the CtT's legal responsibili~ to determinf what ~erm~ts are required; it remains :he applicant5 responstbdi~ to dete~ine what permits are required and to obtain .vu~. ] / Applicant: ~ ~ /Cr .ate: ~ [ ARCHITECTS TRANSMITTAL B For Approval ~or Your Use B As Requested B Please ReMew & Cogent NOTES: Tel ~06 623 1702 157 Yesler Way Suite 319 Seattle, WA 98[04 Fax.206 623 1896 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ........... REQUEST: ~// Date ~-~ ~ ~' '~6~ Time Received by (phone, person) Location of Work to be inspected ~:~'-~) ~-C) J~_~ ~ Name of person requesting inspection Address of person requesting inspection Phone No. ~'~ Type of Insp~ntin~?ircle appropriate one): Permit No. ~-~ Sewer//Founda-flen Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date Time By Remarks: RESTORATION REQUIRED ...... YES. NO SURFACE RESTORATION: SURFACE TYPE: [] Unimproved [~]Gravel [~Asphalt []PCC []Other [] Repaired by City Work Order # ~-I Repaired by Permittee [] COMPLETE r'-I No Damage Found [] INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ........... REQUEST: ~- Date ' Time Received by l, (phone, person) Location of Work to be inspected i,, ...... ,·, ~.~ r' ' ~ ~ Name of person requesting inspection Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): · .' , Permit No. ?,~' '~ ~ · ' ~' Sewer Foundation Framing Chimney Plumbing Final /* Sewer Excav. Other INSPECTION NOTES: ~ ~' ~ '~' ~ ~ Inspected: Date~' ~' ~) ~-~' (~"~'~ Time By Remarks: RESTORATION REQUIRED ...... YES. NO SURFACE RESTORATION: SURFACE TYPE: [] Unimproved []Gravel [~Asphalt []PCC [~Other [] Repaired by City Work Order # [-] Repaired by Permittee [] COMPLETE []No Damage Found [] INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ........... REQUEST: Date ~-~ - ~ _~ '-- (~) '~ Time Received by //~ (phone, person) Location of Work to be inspected ~(~) ~ ~_~t, ~. ~:~d~_~ Name of person requesting inspection ~-- ~t '~-~ Address of person requesting inspection Phone No. ~ Type of Inspectio~n (circle appropriate one): Permit No. Sewe~0~ Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: *~ Inspected: Date ~ ' Time By Remarks: RESTORATION REQUIRED ...... YES. NO SURFACE RESTORATION: SURFACE TYPE: [] Unimproved [~Gravel r~Asphalt [~PCC []Other [] Repaired by City Work Order # r-I Repaired by Permittee [] COMPLETE []No Damage Found [] INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) .~'~ ~ J~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98362 ELECTRICAL PERMIT Issued: 1/22/98 Permit No: 6194 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ AIR TOUCH CELLULAR 850 EDIZ HOOK 850 EDIZ HOOK Lot: 5 Port Angeles, WA 98362 Block: Long Legal: 425/603-2147 Sub: EDIZ HOOK T: S: Pare No: CONTRACTOR-----------------------------DESIGNER--------------------------------- GRIEB ELECTRIC INC. 21010 66TH AVE. W LYNNWOOD, WA 98036 206/999-8265 , 000/000-0000 PROJECT INFO-------------------------------------------------------------------- prj Type: COML.NEW prj Value: $0.00 Occ Type: Cnstr Type: OccGrp: Occ Load: Land Use: IL Electrical Heat Service Type Baseboard KW: 0 X Riser Voltage: 120,240 Furnace KW: 0 Overhead Service Diameter: X-1 -3 X Heat Pump KW: 5 Underground Service Service Size: 200 AMPS Fan/Wall KW: 0 Temp Service Feeder Size: 100 AMPS PROJECT NOTES------------------------------------------ ------------------------- NEW BUILDING ON EDIZ HOOK PROJECT FEES ASSESSMENT--------------------------------------------------------- Service: $83.00 Additional Feeders: $41. 00 Circuit Wiring: $0.00 Temp Service: $0.00 $0.00 Misc TOTAL FEE: Amount Paid: $124.00 $124.00 --------------------------------- --------------------------------- TOTAL FEE: $124.00 Balance Due: $0.00 COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA. WFUL TO COVER. INSULA. TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPI.CTlON TYPE DATE ACCIl1"l1!D COMMKNTS YES I NO 1/27/f'O 7i9'1t-1 -IN I LUV~K ~~ S~KVICh I I I . GENERAL COMMENTS: PW-II02.U 14I96J .' HAY-16-2002 THU 12:58 PH .-'tl-OZ; 10:63^M;CITY PO~T A~GEL~~ I 'S FAX NO. P. 02 :.35041747' , 1r 1" 2. !:LECTRICAl PERMiT APPLICATION t'taOfl'lO-.L.\JStOlolLY 5 -.., 1'wnairI.; 7{" "1 O-_JIPlWH~ z. /02- The EIecfricat Pettnit AppI}cafJofJ ~ lllfad outeomD~ PIoa..typo Of reprint In Ink. It JOU _ "01 _u..... P_ eoll{HO) 417. 4735 """ ._: (3eO) 41704711 REQUESTINSPEcnON 0 0""., 0< EI.~ 6...1r1Clor Agenl: \I em ::E"<"~' CIlC \t_ Ph.... ~ Ll3lo ~ _ax::2J;x., /'" 3 o6c:f; Property Ow..r.~ e,12..:1 7.0 ~ \ 10 \ a.tiL ~/'.? Phone: ,c,', -. . 4l- {){3'l88 ",'(Vi 7'1(0 Qt. 7 A4dnlss: ~,r11' <>.', J:;:lC\'5nl\l'} 'i\\C'\-a Citv:__ _ ! - .^ - J lX.,~E:G].: 5'1;lMv EI_"'Co~ \}8C....... -t:-'.LY. ~\c.. Licon..#; Exp: j{)'3/' 0.2. <=::r_' t U 'tL~ '" . \ -., c' ..,..,fl\ Addl8$$":d~. I J"\'U'.3 ,""). City:'),.,,~ ~\:fl I INST ALLATlOfo/ WIRED BY: I C/'lIdlt CanI Holder Na",e' I , C' BlUing Addrass: / '1 ~..,,\ t\.v~Q"'> , )l( AI\e'ationlAddllion zco Po V/SA:-..lt- MC'---. , PRO.IECT AIIDR~ss' <Acx> I 'NPE OF WORK: ! o Residential' 0 Multi-family Et>. LL_ I-k:.r.l( ~\) Sc:rlllc.<c- )( Commercial o MobUe Home Sq. A Remote Meier 0 Detached garage 0 Hol Tub 0 Swim Pool 0 S"Iltic Pump 0 Low VOltage 0 Telecom. 0 $iO" I Number or Cio:ullB added or allered: , . . DESCRJPTlONfFlMEELEClRICAlPROJECT: skeH--<.[ M<:,l,{',e.c.....l.o"'- r-<?l\)l\ \'^~ If;\-el..., {;D \o.Q. ce,\occ.l-<.c\ ~ ~iAP\i.)\'\-F('~ € (\~~<u:-~ +0 '1~,,, \\-...r _ _ EI8clriea1 """t L....d Ad1lIU...... PERMIT FEE: '1' .:? 3 0 ServIce I_alion , DIlD_ O Furha(;C o H.al Pump fJ Fan-Wall ._KW ._._KW '- TON_lRA -KW o O...rhoad Servic:lJ OTempServt"" It Unde'1l",un<! Service Voilage: I ?D/;2<{a_ i/ Phaee: I'll 0 3 Senrice Size: 2JX>-I\~ Feoder Size: -~.....p / hereby certify that / have read and examined this application and knaw that same to be true and cotrect, and / am authari7ed la apply for this permit. I undemand it is not /he CIty's I..gal responsibility to determine Wflat Permits are requirerJ; it remains /he applicants responsibility 10 determine what permits are required After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed alectrical eontracto I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C„ RCW. Chapter 19.28, WAC• Chapter 296 -4613, Tt 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: C] Cash © Check ® Credit Card it x _oslea; 5/15/2014 a110112012 �,a-1- ► p'tea 4(- (b IlAc njwcrz�co N) 4(at(+ qry CITY OE PORT" ANGELES PERMIT ArPLICATION � Building Di .vision /Electricallnspections 321 East Fifth Sttreet— P.O. Box 11501 Fort Aogetes Washington, 98362 MAY 15 2014 I� W Ph: (360) 417.4735 Fait: (360) 417 -4711 IbFC1'RIteA1. Date: 5115 2/ 014 _ X Multi - Family or Commercial* I � C�gtyg * Plan Review May Be Required Please Complete Electrical Plan Review Information Sheet Job Address: Building Square Footage: Desorlption of above - — Owner Information Contractor Information Name; Mailing Address: State: ZiA S _ Name Ma oDauald Mi I ]ar,,,,.,._ Mail inq Address: 7717 Dcd rntt AtiL, IS � City: State: USIA 7- :. City; _ Phone - Pax: Phone' - - ax: 206-76 9 Llcensa 41 Exp. License # 1 Exp. ___ Item Unit Charms Unit Ch r Qty Q!y Total (0ty. Multiplied b e 3ervicOFeedor 200 Amp. 132.00 -- ServlcelFeeder 201 -400 Amp. $160,00 —• $ Service /Feeder 401 -600 Amp $ 225.00 — $ Service/Feeder 601.1000 Amp. $ 298.00 -- $ SsrAcelFeader over 1000 Amp. $ 410.00 $ Branch 0rcutt WI service Feeder $ 5.00 $— Branch Clmuit WIO Service Feeder $ 74,00 $ 5.00 $ Each Additional Branch Circuit 2 $J Branch Circuits 1-4 $ 88.00 $ Temp. Service! FGoder 200 Amp. $102.00 Temp. ServicelFeeder 201.400 Amp. $121,00 $ Temp. ServicelFeeder 401.600 Amp. $164.00 -- Temp, service/Feeder 601 -1000 Amp . $195.00 — — Portal to to Portal Hourly $ 56.00 - $-- Sign /Outline Lighting $ 89,00 Signal Circuil) Limited Energy - Mu1ti,Family $ 64,00 $�- Signal Circuit/ Circuit/ Limited E=nergy f 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 $ 14 Tots t owner as defined by RCW.19,28,261: (1) Owner will occupy the structure for two years after this electrical permit is finalized, (2) Ow► ar 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 alectrical eontracto I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C„ RCW. Chapter 19.28, WAC• Chapter 296 -4613, Tt 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: C] Cash © Check ® Credit Card it x _oslea; 5/15/2014 a110112012 �,a-1- ► p'tea 4(- (b IlAc njwcrz�co N) ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number , , , , . 14-00000573 Date 5/16/14 Application pin number , . , 627304 Property Address . , 850 RDIZ HOOK RD CELL ASSESSOR PARCEL NUMBER: 06-30-00-0-0 -0400 -5004- Application type description ELECTRICAL ONLY Subdivision Name . . . . , . 142,00 Property Use Fee Property Zoning , . . . . . , IND[7STRIAL HEAVY Application valuation 0 Application desc -____----------------------- HVAC and control 11/12/14 Owner AIRTOUCH CELLULAR DBA VERTZON WIRELESS MS231 15900 SE EASTGATE WY HELLEVQE WA 98008 Contractor MACDONALD MILLER FAC SOL INC PO BOX 47983 SEATTLE WA 98106 (206) 768 -4278 Permit , . , , ELECTRICAL ALTER COMMERCIAL RESULTS: INSPECTOR: Additional desc 1 -4 CIRCUITS Permit Fee , . , . 142,00 Plan Check Fee 00 Issue Date 5/16/14 Valuation , . , . 0 Expiration Date 11/12/14 - Qty Unit Charge Per Extension BASE FEE 86.00 1.00 56,0000 ECH EL -LVT- THERMOSTAT 56.00 Fee Summary Charged Paid Credited Due Permit Fee Total 142.00 142.00 00 .00 Plan. Check Total .00 00 .00 00 Grand Total 142.00 142.00 .00 00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL 17 1 J T► COMMENTS: - PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGEIBUILDING C