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131 E. 1st Street
Address: 131 E 15t Street 1 PREPARED 1/06/17, 11:20:53 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/06/17 ---------- --------- ADDRESS . : 131 E 1ST ST SUBDIV: CONTRACTOR GENERAL DYNAMICS INFO TECH INC PHONE (770) 225-1564 OWNER ELKS LODGE 353 PHONE (360) 457-3355 PARCEL 06-30-00-5-1-1675-0000- APPL NUMBER: 16-00000006 COMM REMODEL ------- PERMIT. BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION. TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------—------------------------------------ —--------------- - BL99 01 1/06/17 BLDG FINAL January 6, 2017 10:59:56 AM jlierly. ----------------------- - - ---------- COMMENTS AND NOTES C-r ) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00000006 Date 1/20/16 Application pin number . . . 661314 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 20000 (Location Code 0502) - - ---------------------------------------------------------------------------- Application desc replace existing antenna with new ---------------------------------------------------------------------------- Owner Contractor --------------------=--- ------------------------ ELKS LODGE 353 GENERAL DYNAMICS INFO TECH INC 131 E 1ST STREET 1750 FOUNDERS PARKWAY STE120 PORT ANGELES WA 983622902 ALPHARETTA GA 30009 (360) 457-3355 (770) 225-1564 -------------------------------=-------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . ANTENNA RPL ON CELL TOWER Permit Fee . . . . 347.75 Plan Check Fee 226.04 Issue Date . . . . 1/20/16 Valuation . . . . 20000 Expiration Date 7/18/16 Qty Unit Charge Per Extension BASE FEE 95.75 C -------18.00 ------ ------- - 18.0014.0000THOU BL-2001-25K (14 PER K) 252.00 �1 Other Fees . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 1 i Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes --Q null and void if work or construction authorized isnot 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 f Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction - R.W. PW I En ineerin 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 PREPARED 1/05/16, 13 : 59 :42 PAYMENT DUE CITY OF PORT ANGELES PROGRAM PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 16-00000006 131 E 1ST ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- PLAN CHECK FEES 226 . 04 BUILDING PERMIT - COMMERCIAL 347 . 75 STATE SURCHARGE 4 . 50 TOTAL DUE 578 . 29 Please present this receipt to the cashier with full payment . CITY OF FORT ANGELES , * CUSTOMER RECEIPT *** Oper: KHANEY Type: CT Drawer: 1 Date: 1/06/16 01 Receipt no: 1630 Year Number Amount 2016 6 131 E IST ST PORT ANGELES WA 98362 DP BUILDING PERMITS $578.29 ! Trans number: 1867340 GENERAL DYNAMICS 131 E IST ST 16-06 I Tender detail CK CHECK 2028 $578.29 Total tendered $578.29 Total payment $578.29 Trans date: 1/06/16 Time: .8:42:34 ***THANK YOU FOR YOUR PAYMENT*** FOR INQUIRIES 360-457-0411 PRESS 1 WWW.CITYOFPA.US THE For City Use CITY of JDate it# vv` ,4 s H I N r t) N, u . s. Received: 321 E 51h Street Approved I Z141 &9 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cito a.us BUILDING PERMITCATION Project Addrecc 131 East 1st Street Phone:206-523-1941 Primaa Contact:Robert Erdt Email:Rerdt@!ykaconsulting.com Name Elks Lodge 353 Phone 3604573355 Property Mailing Address Email 131 East 1st Street N/A Owner city Port Angeles State WA Zip 98362 Name General Dynamics Phone 770-225-1564 Contractor Address Email 1750 Founders Parkway Suite 120 Information City Alpharetta State GA Zip 30009 Contractor License# GENERD 19 2 7 CG Exp.Date: 02-07-16 Legal Description: Zoning: Tax P�r e� Project Value: (materials and labor) R LOTS 17&18 EXC TX#1429 BL 16 CDB 06b (� 1 675,6000 $ 20,000 Residential ❑ Commercial El I Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes E3 No M Existing? Yes 0 No El N/A N/A In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwa er ci s Project Description Replace (3) panel antennas with (3) new panel antennas, install (3) new remote radio heads. Is project in a Flood Zone: Yes ❑ No0 Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Pv� Ie �erf erdi- Date: P � � rint Name Robert Erdt Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or nd floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov=lot size) Max Bldg Height 9000 sq ft I all structures s ft Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 168 sq ft Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other (describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx RYK s ONSULTING Memo To: City of Port Angeles From: Robert Erdt Re: Building Permit Application Package-RN31 (LTE) To Whom It May Concern: Enclosed, please find the Building Permit package for the above mentioned AT&T Wireless site. Please acknowledge receipt of this package by signing below and fax (206-260-7930) or emailing to Rerdt@rykaconsultinR.com. Received by City of Port Angeles Signature: Date Rec'd: Permit Application # Sincerely, Robert Erdt Ryka Consulting on behalf of AT&T .................................................... .._ ........ ......... ......... ......... ......... ........ ........ ............ ....-- ....... ......... ............. Ryka Consulting 1918 S. Norton St #1002 Seattle, WA 98134 7 : Consulting 11445 East Via Linda,Suite 2,#472 EBI Scottsdale,AZ 85259 Tel: (781) 273-2500 environmental I engineering due diligence www.ebiconsulting.com February 10, 2016 H� Port Angeles Planning Commission c/o Mr. Nathan West, Director 321 E. Fifth Street Port Angeles, WA 98362 Tel: 360-471-4751 Email: nwest(d)cityofpa.us ryi Subject: Invitation to Comment 10092427/ Downtown Port Angeles i 31 East I st c.^ Powz-Ar,gelr s, Clailam County, WA EBI Project#6116000455 Dear Mr.West: Pursuant to Section 106 of the National Historic Preservation Act,the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc. on behalf of AT&T Mobility, LLC provides this notice of a proposed telecommunications facility installation at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached project plans for complete details regarding this proposed project. �! Please note that we are requesting your review of the attached information as part of the Section 106 process �V only and not as part of the local `zoning process. We are only seeking comments related to the proposed project's potential effect to historic properties. Please submit your comments regarding the proposed project's potential effect on historic properties to EBI Consulting, to my attention at 11445 East Via Linda, Suite 2, #472, Scottsdale, AZ 85259 or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Please do not hesitate to contact me if you have any questions or concerns about the proposed project. Respectfully Submitted, Ms.Alexis Green Senior Architectural Historian agreen@ebiconsulting.com T (585) 815-3290 F (781) 425-5.167 Attachments—Drawings and Maps ENVIROBUSINESS,INC.LOCATIONS I ATLANTA GA BALTIMORE MD . BURLINGTON, MA CHICAGO IL I I I I CRANSTON, RI I DALLAS,TX I DENVER,CO I EXETER, NH I HOUSTON,TX I LOS ANGELES,CA I NEW YORK, NY I PHOENIX,AZ I PORTLAND, OR I SAN FRANCISCO,CA I SEATTLE,WA I YORK,PA T � �O 9L � Fy s O� 9- 4P* -' \ 9 \ C-) \ /11 T3' f I y`s� l I I I I I ti Q� � s� � ♦ � - iF� � t Jw2T i r ot �jy ♦� � � � � �FRr r coo RC AGI QJ� N 101 QIP Fs m G� 5 � Osj 101 CFO Qi GAP F' s� �J♦a �'� F 5 fly5 O� �o y G\55 ��♦ CD < 5 `sem yd, C G�P� EBI GIS, Source: U.S..Census Bureau Legend Source:Selected data from ESRI,EBI&USGS _ Project Site IV Site Radius at 250', 500', 1000' and �/z mile Date:2/9/2016 Figure 1: Site Location Map 0 500 1,000 2,000 3,000 Feet 10092427 DOWNTOWN PORT ANGELES 131 EAST 1ST STREET PORT ANGELES, WA 98362 EBI Consulting Pr, 6116000.155 environmental I engineering I due diligence u "• 4 � N J n s Fx I r° x1h Gt 1 IN - A I 3r S., :: !r '7•r'}rx !1 . / ♦! fi 5 ' - yl/Um .r�J• � ` -_rY k A,� 8i 4,�4 v,� :. U /J � -. 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Legend Source:Selected data from ESRI,EBI&USGS Project Site IV Site Radius at 250', 500', 1000' and '/2 mile USGS 24K Quad'.Port Angeles,WA 1986,Ediz Hook,WA 1978 \ Date:2/9/2016 Figure 2 - Topographic Map 0 500 1,000 2,000 3,000 Feet 10092427 DOWNTOWN PORT ANGELES 131 EAST 1ST STREET PORT ANGELES, WA 98362 EBI Consulting s++s000ass environmental I engineering I due diligence atat&t t&t Your wdld.D41Nered. Your world.Delivered. GENERAL DYNAMICS _ PIE.Nt®n DOWNTOWN PORT ANGELES — LTE 2C � 131 EAST 1st STREET RN31 PORT ANGELES,WA 98362 DOWNTOWN PORT ANGELES CLALLAM COUNTY PROPRIETARY INFORMATION FA# 10092427 / RN31 "" "Tw ad.weawaR,daP�ww�ba cw4A.Awwe.Fls.uc.eanrxxs ss*wcrLrPew,.,reo IswEO Pa+: C CONSTRUCTION VICINITY MAP GENERAL LOCATION MAP PROJECT TEAM DRAWING INDEX wvcYTe=awe°`°R-'r ^� 1 APPLICANT PROJECT LEAD: DWG DE11 ESCRIPTION �`1•a—,,•� , Pan."I=, r.mea mtw m„ w orwHs +u 1e N ! N CONSTRUCnoNMANAGER A. ewwaPPnws®eaucEmRAE ,z a,e PM6NwNw i� PROJECT ENGINEER. Atz 68vA+lae Q 1SI� LOCATION SITE LOCATlp roMMersroM l=.Nonearma.wc. mtl.ror I(I�' lwx waawAa aemloo to Me srexw .anr.,eow Aa oMA�sr.—cl«—.ry / TE �'A�.,a�; u '^'�' jpryNGI LEASING: ~' 1 •x C 0„WMC! JpMM11pRINa � u9uE MTE� PRO PRJECT CONSVLTANT Ijmwytumrq 12-22-15 ,ar "k,.,i ``� \ �-:" ^,A4- PROPERTY �OWNER RF ENGINEER 1J1 EAe+IM e1M[Tw� NAELQ ltaea IsiMmn APPROVALISIGN OFF OF DRAWINGS DRIVING DIRECTIONS CONSULTANT DATE SIGNATURE PR0"'E`• ''A'""6a w'®'w°'"'A tM eoMVESFrosTTOM rww ro s.losrw.co ee M PwoECT�� ac�MtsaE sttlAlwr wrowAtw wJM m Nwr to..m at M. TIJAM nrwr auto wA t w w,oo ao w + Tuw laws rosAvw w.tw w.ao ts..r ----0 N,b IJ N. PROJECT INFORMATION PROJECT DESCRIPTION TIJM wwr axto a Rtc1rt ar,m,ata tAtaxOMbs MPMaFNrAtnt etllE aTltAgMTronArwamwrsr,000.l M. 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RN31 DOWNTOWN PORT ANGELES CONSTRUCTION 12-22-15 \ � \/ i� kTa���aar au,ws,maneawuawr ✓ 4i� Qo ,x-uu rwu .ue O / � an,cwu.osmurroxs w, � ®� � aeras® �\ i / lel e,moiw,oemma,se / 0 uu,a o,wuumuw "® ° re,a.�a�r eouw�xraoox /' ? / owswx \ \A, _ v \ SUBJECT ZONING use:warx;e,.00a / \ TL#:0630005116750000 / ``\. ° w3 ,uaisarnanu aaw,wu: SITE PLAN A-1 0 �au,E,•.,aa „ram,•-ma 1 NOTE" saN Ax,Exx�PUw 8t tE)T;aBLETPArw,nazev�oDL \\\\ &t I+I PreEN Tmeva a m,e.BC varEnT^'P= IB:PIACEYENT eTE PANELANIExxa Your mrid.DeWered. I,PEneeerDRTDTAL ng l4 BBa0P1G PEM,gBEE i Ri1TiTi1TR i i i .� �——————————— PIANS PNEPMED Br: (EI PaNEL aIl1EIUla TB PEAWN L_ , ' (e PER9ERptTOfIlOP6) '-(EIBUIIMNGBOOPTrR .. �Rl auaolNBrso�saP � � rnovoacB emur suwetm,wona � \ � .••••'.•..•• �I frvP OF SI NBBN*rowTCNlge \�+ �v�mm� _ y� I alaTaPPBo>uwuTE«�w��l., I PBu,E�rwPa•w�...-.o RN31 [E)BTa,rrNwN,EB TawxnPRf/mBP B) I �r aTaT BULwaTEBaNTENNaewuNr I DOWNTOWN PORT ANGELES — � oPlEl eunDiNB PF#mlouSE I PBeeT aNBEL"a,1EEl L I EB.wA Ye]R sllw'�nPssi1A0a msmieimoN uar � I PE,wE°TMi:xrew�s•mnwui maixreB i aw.w cwrtr Issu®PON IEI PEMIMaIeEO � - `I�� � J CONSTRUCTION - ---------------- :DATE—INST nPCTMN : NEVLs® PROPOSED ROOFTOP PLAN z Q a.,om RD1Bn NRY uff ma :rr•ro ,au sTUE:w••ra wNwN Br.=oDc.rr+.: NOcTEr.,raN.wTexNa P,wx i � � �� ranwENrlssvew I \\ L 12-22-15—� (EI<aBIE TINT WIIte)T2V CC% I \\ LK4N41t✓E:pt I+IPmp+TBuraani.a.a PoxEnrieLes-� i \\ BMEVLL;veon Peil""�'meTox%;ar.Lu>f 7a��1�LE°S� NlBueaw PENOpUSE E mnI tO vu+¢urlwruroaEaNw (e PEN SEaaLTmu opal L ���BN � `� IEI BBROBVG fIDBFIOG'� _ I I � JWSgCfghk aPHiW I I (q aTBT EDUR.@If fa]011 - I I APPROlBL1AlE IDC IIBN(BELO1� IEISBDIr NDUNIED IeCID¢W8111W Di 1) hI aTLT BM.lA31®NRQpaY0.Mf"� \`I; I nTOP1E1 BuwB+B PornausE I __('rT J I /AY B1POeANIpIG (EI RPE M011Ni®SIRCE � / � II L I .WELNREfOIn ��m �r.,m� BuvmcssiaN owlnlBunor+uar ��� tO VEMNONg I ��•iefM1 PPaPw - TIME EXISTNG 6 PROPOBED OP PUK4 EXISTING ROOFTOP PLAN LTE 2C ehal6GLE,?•,'d ,a,T9WE W-•TA 16928 Woodinville-Redmond Rd NE,Suite 210 Phone:(425)487-1732 COiRNs ir1 Woodinville,WA 98072 Email:cei@comer.stone-engt-.com e N G a N e E R F N G, € N c. Web:www.comerstone-6ngr.com �1' -.71,1L ♦STRUCTURAL s SUR V fY Structural Calculations For Installation and Replacement of Telecommunications Equipment at&t Site Name: Downtown Port Angeles Site Number: RN31 131 East 1 st Street Port Angeles, WA. 98362 ''" Clallam County [-;t7 L AN, 46939 Prepared By: Peter C. Lundquist, RE �"t?,'ALET' Checked By: Jonathan D. Gibson, P.E., S.E. SfdNAL ��yt' I Z 23 7.t1 1 s Prepared Date: December 23, 2015 CEI Project No.: 15-09035 Comprehensive Design Solutions for Your Project Success! Project: RN31 Downtown Port Angeles Date: December 23,2015 Client: AT&T Prepared By: PCI., CEI No.: 15-09035 Project Description The existing AT&T Wireless LLC telecommunications site is located at 131 E 1St Street in the city of Port Angeles, Clallam County, Washington. This is a three-sector site with (3)panel antennas per sector on an antenna frame atop the penthouse of the existing building. The existing antenna frame is partially ballasted with CMU blocks as well as anchored into the existing concrete parapet of the penthouse. The site support equipment is located within an equipment room in the building. Cornerstone Engineering, Inc. (CEI)was retained to provide a structural analysis on the proposed site antenna modifications. This antenna configuration will consist of the replacement of(3) panel antennas and the addition of(3) Remote Radio Head units(RRU's)which will be mounted.to the existing frame. Design Procedure The analysis contained in this report is based on available site photographs(by others)that illustrate the existing structure, previous structural analysis reports, and other site modifications drawing sets. Our analysis is inclusive of the affected structural elements associated with the proposed equipment modifications and was prepared in conformance with the 2012 International Building Code (IBC)and its referenced documents. Design Criteria The design and analysis of the various structural components is based on the following site specific parameters: Gravity Loads Lateral Loads Equipment: 70.5 LBS/Antenna Wind: 130 mph (ULT) per Clallam 60 LBS/RRU County Exp. C, Kt= 1.0 Seismic: SDS= 1.035g, SDI= 0.625g Conclusions and Recommendations We have determined that the frame and building is structurally adequate to support the proposed antenna equipment described above provided the following: • Verify that the (3)original pipe horizontal members have been replaced with 2"-extra strong pipe members per the previous CSA Consulting Engineers analysis report dated July 11, 2008. • Verify(16) hollow CMU blocks(35 lbs. each)or equivalent ballast are present at each ballast frame. • Existing and Proposed RRU's to be located no more than V-0"max inboard from each vertical pipe leg. Please refer to the following structural calculations, as well as the supporting documentation for additional reference. Our analysis is based on the assumption that the structure has been properly installed and is maintained to the minimum standards required by code. We assume there is no known deterioration or damage to any structural component that may affect capacity. Table of Contents 1. Load Calculations 2. Frame Analysis 3. Reference Documents 16928 Woodinville-Redmond Rd NE,Suite 210 Phone:(425)487-1732 Woodinville,WA 98072 ,o ar!DF"INr=UR ' ' rEmail:cei@cornerstone-engr.com EN G NEE 6i1NCi. ING. Web;www.comerstone-enar.com Project: RN31 Downtown Port Angeles Date: December 23,2015 Client: AT&T Prepared By: PCL CEI No.: 15-09035 1. Load Calculations 16928 Woodinville-Redmond Rd NE,Suite 210 Phone:(425)487-1732 Woodinville,WA 98072 �tle"tf r=RS'W N Email:cei{acomerstone-engr.com ENG I N E F.R t N G, i M t. Web:ww�v.cornerstone-engr.com Site Name: DT Port Angeles Date: 12/21/2015 ; - Client: AT&T CEI No.: 15-09035 r{ N I tN C, By: PCL page. 11 Subject: Lateral Design Calculation Wind Load Calculation for Other Structure (Reference: IBC 2012 Section 1609&ASCE 7-10 Chapter 26-29) Wind Velocity Pressure: Basic Wind Speed,Vas (mph) = 130 (ASCE 7-10, Figure 26.5-1A,B,or C) Exposure Category = C (ASCE 7-10,Section 26.7.3) Risk Category = II (ASCE 7-10,Table 1.5-1) Velocitypressure exposure coefficient, = p p t,K= 1.17 ASCE 7-10,Table 29.3-1 Velocity pressure exposure coefficient, Kh = 1.17 (ASCE 7-10,Table 29.3-1) Topographic Factor, K. = 1.00 (ASCE 7-10, Figure 26.8-1) Wind Directionality Factor, Kd = 0.85 (ASCE 7-10,Table 26.6-1) Velocity Pressure,q= 0.00256KZKnKdV2 = 43.03 psf (ASCE 7-10,Eq.29.3-1) Velocity Pressure,qh 0.00256K„KnKdV2 = 43.03 psf (ASCE 7-10,Eq.29.3-1) Design Wind Force: For Open Structures&Equipment Gust effect factor,G = 0.85 (ASCE 7-10,Section 26.9.1) Net force coefficient,Cf = 1.40 (ASCE 7-10,Figure 29.5-1,3) Mean roof height,h<60ft (No) (GC,)h = 1.00 (ASCE 7-10,Section 29.5) (GC,)„ = 1.00 (ASCE 7-10,Section 29.5) Projected area normal to the wind,Af = Af ft2 Horizontal projected area of rooftop equipment,A, = A, ft2 Design Wind Force, F = q,.GCfAf Ib (ASCE 7-10, Eq.29.5-1) Design Lateral Force, Fh = gh(GCr)hAf Ib (ASCE 7-10,Eq.29.5-2) Design Vertical Uplift Force, F„ = gh(GCr)A Ib (ASCE 7-10,Eq.29.5-3) 1.OF 1 '81 psf xAf (Strength Design) 1.OF _ r, t` 1410'01',1 , Height K=and Kh z ft Exposure B Exposure C Exposure D 0-15 0.57 0.85 1.03 20 0.62 0.90 -- 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 _ 1.27 60 0.85 1.13 1.31 .70 .. 0.89 17,.: " 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100____ 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 16928 Woodinville-Redmond Rd NE,#210 Tel:(425)487-1732 Woodinville,WA 98072 E-mail:cei@comerstone-engr.com Web:www.comerstone-engr.com Clallam County, Washington Wind, Snow and Seismic Zones for Clallam County Average Snow Seismic- Area Wind Speed ._. Exposure Load(:5600' Design elev)* Cates- _..___�.__ IRC-Special ASCE 7- =s _ Wind Region 1C o �C GROUND ort les. __ 100 MPH _ 130 MPH 'CJ(D** 25 PSF D_2_ lDiamond Point A_ 100 MPH 130_MPH II—CL/= 25 PSF -��D2 �Se uim ;i 100 MPH130 MPH 1 C/(b** 25 PSF D2—j Beaver 110 MPH '140 MPH i C 30 PS— F i �D2ry i Pillar Point 9 110 MPH 140 MPHC/D** 5 PSF 1 D2 Clallam ` 110 MPH 140 NTH.. C/(D**) 25 PSF D2 __ eah Bay 120 MPH 150__MPH C/(D**I30 La Push 120 MPH - i50 MPH C_i�D** �25 PSF Forks110 MPH F 140 MPH§ C 30 PSF D2 Dawn/Foothills C 100 MPH 130 MPH- C * D2 Soil bearing pressure: 1500#p.s.f. Frost depth: 12"min. *For elevations greater than 600 ft above sea level,snow load=elev x 0.04. Example: 800 ft elevation=(800 x 0.04=32 psf snow load). **All areas within 600 feet of the marine shoreline are exposure"D",and/or a body of water' 5000 feet(.95 of a rm a ong,are exposure'D(IBC 1609.4) **All areas within 1500 feet of the marine shoreline are exposure"D",otherwise,exposure is "C"(IRC R301.2.1.4(4)). Contact Us Copyright O 2008-2015 Clallam County. e 223 East 4th St.,Port Angeles,WA 98362 - 360-417-2000 / y e 411, ` feet ?000 Go,,� earth meters 600 t Site Name: DT Port Angeles Date: 12/21/2015 N -pl-, Client: AT&T CEI No.: 15-09035 4E�- ai N r r R3 N G. ,N c. By: PCL Page: Subject: Lateral Design Calculation Seismic Load Calculation for Components and System (Reference: IBC 2012, Section 1613&ASCE 7-10, Ch. 13, USGS Seismic Design Maps v3.0.1) Design Seismic Force: 0.2s Spectral Response Acceleration,Site Class B,S$ = 1.552 (ASCE 7-10 Figure 22-1) 1.0s Spectral Response Acceleration, Site Class B,St = 0.625 (ASCE 7-10 Figure 22-2) Site Class = D (ASCE 7-10 Table 20.3-1) Risk Category = II (ASCE 7-10,Table 1.5-1) Site Coefficient per SS&Site Class, Fe = 1.000 (ASCE 7-10 Table 11.4-1) Site Coefficient per S,&Site Class, F„ = 1.500 (ASCE 7-10 Table 11.4-2) SMs=FaSs = 1.552 (ASCE 7-10, Eq 11.4-1) SMS = F„S, = 0.938 (ASCE 7-10, Eq 11.4-2) Sos=2/3 SMs = 1.035 (ASCE 7-10, Eq 11.4-3) SDI =2/3 SM1 = 0.625 (ASCE 7-10, Eq 11.4-4) Seismic Design Category per SDs = D (Per ASCE 7-10,Chanter 13) Component amplification factor, ap = 1.0 (ASCE 7-10,Table 13.6-1) Component Importance factor,Ip = 1.00 (ASCE 7-10, Section 13.1.3) Component operating weight,WP = WP Ib Component response modification factor,RP = 2.5 (ASCE 7-10,Table 13.6-1) Height in structure at point of attachment of component,z = 70 ft Average roof height of structure, h = 70 ft 0.4aPSosWp Seismic Design Force, FP = PS (1+2z/h) (Eq. 13.3-1) RdlP Min.Seismic Design Force, FP,min = 0.3SDslpwp (Eq. 13.3-3) Max.Seismic Design Force,FP,max = 1.6SDsIPWp (Eq. 13.3-2) FP = 0.50 Wp (lb) Fp,min = 0.31 WP (lb) FP,max = 1.66 Wp (lb) Fp = 0:50 WP (Ib) <; (Strength Design) 0.7FP Wp,`(Ib) (ASD) 16928 Woodinville-Redmond Rd NE,#210 Tel:(425)487-1732 Woodinville,WA 98072 E-mail:cei@cornerstone-engr.com Web:www.cornerstone-engr.com �- • US Design Maps Summary Report User-Specified Input Report Title DT Port Angeles Mon December 21,2015 23:07:33 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.118420N, 123.43158°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III r �V / v �$ wxt � rvr � a m' 4 a � ,/ i " X11: �� � « 4 -. .� - tri g y USGS-Provided Output Ss = 1.552 g Sr,s = 1.552 g SDs = 1.035 g Si = 0.625 g Sr,l = 0.938 g Sol = 0.625 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. MCEQ Response Spectrum Design Response Spectrum 1.76 1.60 1.10 1.44 0.99 1.28 D.89 1.12 0.7T 0.96 QI 0.66 0.90 AN go 0.64 0.L4 0.49 0.33-- 0,32-- 0.22-- 01C 0.11 0.00 0.00 0.00 0.20 0.40 0,60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) -------- ---- Although _ Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the 17 800 10121 800 10121 H UTH F0 CMultiband Directional Antenna STH Multiband Directional Antenna SCALA DIVISION SCALA DIVISION Kathrein's dual band antennas are ready for 313 applications, covering all existing wireless bands as well as all spectrum B06-960 MHz under consideration for future systems,AMPS, PCS and 3G/UMTS.These cross-polarized antennas offer diversity p p operation in the same space as a conventional 800 MHz Zf antenna,and are mountable on our compact sector brackets. 1 l •Wide band operation. _ "- • 25 Exceptional intermodulation characteristics. '; n� 2 x(68 mm x 4)-- Remote )1-- •Remote control ready. �'� . d •Various gain,beamwidth and downtilt ranges. i p i `, 35 mm�%•"s,�`''- e •AISG compatible. IfOri:OnW pelbm Vertical pettem tib�-! �"aG x45•-p011kdzRion s45°-Wanzatim • High strength pultruded fiberglass radome. 0.5•-12.5°electrical dorwan Generel BOBOIfI0Bdone: 1760��MFia - - 1710-2180 MHz �_ w ; 54.5 inches VSWR ................ `-- p 6 4 emI (1384 mm) <15.1 mra Impedance 5o de y Mai 56.2 inches ImermodYation(2x2Ow) IM3.<-150 dBc €� (7427 mm) Poladzation K5°and-45• \ - 57.8 inches Connector 4 x 7A6 DIN female A e (1467 mm) Isplati0n-Wr'dsyslem >30 d8 - -- - ,, ,'a ,, (:y. 2 x 738 546 Mounting Kit reereystem >IS OB(808-980I/1710-2180111itti Weigm 48.91b(21 kp) 40 Dimensions 54.5 x 10.3.5A rtatn tforMorsd pabm VararFl pattern Options: (7384.282x749 mm)_ x4Sy0Wfia5pn x45°-polarization Model Description Equivalent eat date area 5.58 IP(0.518 ire) 0 S'-10°electrical dowmnt 2 x 738 546(shown) Moumin0 KR for 2 b Ib inch dSurvival retmg' 120 B mph((2�00D Itphsustained (50 to 1 i5 mm)0D neal. 150.0(2401bh�In a 3 second burro _-"- - 737 978 Tln Mpnl KIt Shipping dimensions 87.8 x 12 x 8 Inches 0-15 degrees doimli0 angle. (1716 x 304 x 204 mm) Shipping weigh 50.7b(23 kg) Mounting Feed mount gabrra are Wa9atlebr2b 4.6 rich(50 b 1 t5 mm10D masse. See reo9rse brdderrM7mfe8pr. �. SpeeNleStbne: 1w4ffi 1WIa Bai-mmm. Samoa will. 1710-100U1k 1980-1N Wk 1120-21881Mt 5.9 comes `�'�• O Tit gain(0&) 13.416413.1 13S 13.813.4 1&0 13.6 13.5 16.4 18416.2 18415.510 16.4 15.915.9 1'49 mm) Tit 0° 5 tY - fir tY 5 5 12* 0' S 10' 0' S 10' 0° 51 10' �- Fmra•to•bark ratio >Moll(ondat) >23 dB(cupoleh >23 dB(co-polar) >23dB(copdar) >23dB(copdaQ >28da(cop01er) MaximumPer IIS(arout5 power 400 YreBs 400 wells 400 xaea 250 wens 250 woes 250 woes y 10.3 inches _} ai 0°C) (262-) a45°arM•45°pdanza8an e8'(hell-pdeee 88°(MM-powe0 B9°ga9-posed 82°(half-power) a5'(hee•pO aer) 90•MW40"I horizontal beamwimh 445°and 45°pdanretion 15•(hWHiower) 14.5•(hd4Dww) 13.V(99-power) 7.1.01all-power) 8.8•(hall-power) 6.5°(helly0wer) vertical beamwidh Electrical dowrl6a 0.5112S° 0.5112.5• OS'-12.5•-� 0.5•-10° 0.5•-W' 0.5110• RCU RCU cominuovsly adustable (man91 or opsoU remote comrd) 906-960 710-21 vertical Rafter-ri side 0° 5 1YT 0• B'1YT 5 5 12'T 0• 5.10•T 0' S 10'T 0• 5' 1ST ®® R5 t-suppression for Brat 16 18 16 OB 18 18 18 do 14 14 13d8 17 17 18dl 17 19 1d OB 18 18 16 d8 806-960 1710-2190 sidelobe above man beam 17 17 19dB 17 17 19 dB 17 18 lads 20 20 18 dg 21 22 170B 20 20 18 OB verage layout of interface Frcrs-to-bam mW(copolar) >23dB >MdB >23dB >23 dB ._..__.-_ >23 dB >23 d8 Croas polar ratio(typlWl) Man directim 0' . gc!B 18,18 20 dB 17 dB 18dB 15 dB Sacra sG0• >10 d8 >10 dB >13ce >70 d8 AOB j its Order Information: average Z t6 d8 16 de 19dB 17 dB 1908 19 dB k100M DeaMgeOn ® ch 'Mearicaldesign9basedonerwtwO rdalcondm00 aram"ptxaledin 810121 Antenna with 7/18 DIN connectors_.___ EIA-222-F(June 1996)and/orETS 300019-14 which indude 919 static mechanical bad Imposed"an amenne by wind m maximum velodty 0724-H . See the Eng-rig Section c4 die catalog for further datail6. 936.2686/b All specificafions are subject to change without notice.The latest specifications are available at www.kathrein-scala.com. Kathrein Inc.,Scala Division Post Office Box 4580 Medford,OR 97501(USA) Ph-(541)779-6500 Fax:(541)7793991 Kathrein Inc.,Scala DivisionPost 015ca Box 4580 Medlord,oR 97501(USA) Pilon.(541)779-6500 F-(541)779-3991 Email:commuricationsbkathrein.com mtemet:wwwkathrein-scala.crom Email:commurucatiens0kammin.com Intemet:www.kalhrein-scala.wm C`.3 of 800 10865 -" 800 10865 ttayminn SCALA DIVISION 651 Triple Band Panel Antenna HATH 651 Triple Band Panel Antenna SCALA DIVISION Antenna 1 1 Antenna 2 Antenna 3 > 2.8 inches Triple Bard(MHz) 698-960 1710-2690 1716-2690 --- ' ___-- (7z mm) Dual Polarization X X ! X HPBW 65e I 65e 66e Aaq.Elctrical DownuR I 20-12° 2.5°-12° 2.5°-12° \ j ° Each array has independent RET control via AISG 2.0.Singe-Mode format � I : 78.3 Y1de6 General speclflcadone: M8 - I (1988 mm) FraquatuY range 698-950 MHz tin ex ret i 76.7 its" � 1710-2690 MHz : 0 Temcd To txnrlrq (1998 mm) Impedance sogrtma 698-960 MHz �, t VSVh1 c15:1 ` ¢ ®�j no•«o, wm cr �nnhs 1 l (1921 mm mlermod laeon(Z dW tM3:-150dBg Polarization +as°and-45• CarrteClcr 6 x 7.18 DIN femur A°M'a"°"tn'a°ren'an FIN RET(ContintpdyajuelWe) 2 x 738 546 Mounting Kit Note:Rafe to part number Certification FCC 15.107 Clava B ConptMg Davies 860 10153 for the Weight 58.1bt3oloa * i " (included) 4a 705 b 32 k9)damps included - 'a - -,e specifications of the y i - ,w remota control actuator. - .. Dimenslats 75.8 x 147 x 8.7 irKitea (1921 x 377 x 169 mm) Fbrizortlal{1at0.xn Vernal pattern _ Wind load at 93 (15gcph) x45°•Poiadzalim zas°-polarization , Mounting Option: 6.7 irier,es RontGide/Reer 261 b()ae Ibt/z731a Y-16°electoral dowrxia 3 . �: Model Desorption r. (169 mm) M��Category H(� )(390 N)/(1210 N) 2 x 738 546 MourMirq Wt bar 2 to 4.5 it& _- wk d awvw rw w 150 mph(2411oph) (inauaed) 450 �2 mm)oD mad. 187 ti d es Shipping dimensions Bab x 157 x B3 Wheat - SW 10008 Tit Mourn Kit (2121 x 397 it 212 mm) 0-11 degrees downdlt angle. Mounting Flied nWW to for 2 b 47 Molt(50 to ° 9.5 Ib(4.3 kg) 115 mm)OD masts are included and lin :Z - _ Optlgrs are auaaada. a' Lott all*kw band RI,oWdodw 1-12 9Wd8callons: 6420 Wfir 796-M fall, 624-M MH. soo-m Mite Gain r r 12-T Y 7° 12°T Y r 12°T r r 12-T 15.1 15.315.2dai 15.415.715.7d6i 15.4 15.915.9d6 15.916.218r1BI AISG FmnFto-0aek ratio >27 dB(oW dar) >28 d8(copdar) >28 dB(copdat) >20 dB(oo-poler) kk�I 445'horizontal and 45°polarization 89•(hal-power) fir OW-PMO 66-(hal-powrM 65-(/alb-DoweA HS �-1 C�° J0 ❑ S°and 45°polarirahort 107'(hell-power 0. xs 9°(IuMivar) -9.5°QtelFpower) 9°(toll�gweri - _� r..w.rrr... a(7 vemca Oeamwx)Ih _ ElednalddwnMl Y-tr r-1 2- 2°-12- _2°-1Y ^ continuouslyContiadjustade (remote con � `J I( • 0l Q�� '.O i O I O . Yf Y2;. , Min s tlebbe suppression for Y r1YT r r1YT 2° r1YT r r12T eros sip0ar r above/rein beam 17 16 15 d8 18 17 15 d8 18 16 16 d8 1B 16 16 dB Cross pilar ratio _ Main direction o° 26 as •• Correlation Table gYpiceO 23 dB(lyplcep 24 dB(typical) 24 6B Sector :60° >8 dB >e� >8 d13 >B dB ) +a°o..r «„�a>r.t Maximum inert power(at 50°C) 10500 00"an per mpN) .._. Frequency range Amay Connector Isdadon immsystem � --...-______________.__— 698-960 MHz R1 1-2 intersystem >30 08(696-960//1710-2690 MHz) 1710-2690 MHz Y1 1 3-4 >30011!1(1710-1890#1710-269i __ Order Information: 1710-2950 MHz Y2 1 5-6 Model Description ROH'S 'Mechanical design is based on environmental conditions as stipulated in TLA-222G-2 80010865 Triple band panel antenna with mounplrtg kh (December 2009)and/or ETS 300019-14 which Induce the static mechanical bad 8001086511 Tople Dano panel antenna with mounting Mt imposed on an antenna by wind at maximum velocity.See the Engineering Section and medtertkal a8 kit lame-Flee of the catabg for further details. 11455-C 936.4632,8 All specifications are subject to change without notice.The latest specifications are available at w+ww.kathretn-scala.com. Kathrein Inc.,Scala Division Post Office Box 4560 Medford,OR 97501(USA) Phone:(541)779-6500 Fax:(541)779-3991 Kathrein Ina.Sala Divisbn Post Office Box 45W Medford,OR 97501(USA) Phone:(541)779-650D Fax:(541)779-3991 m Email:comurtications®kathrein—an Intemet:www.kathrmn-scala.com Email:oommunlations®kathrein.com InternoF.—vIcathreinaala.com Project: RN31 Downtown Port Angeles Date: December 23,2015 Client: AT&T Prepared By: PCI.I CEI No.: 15-09035 to 2. Frame Analysis 16928 Woodinville-Redmond ltd NE,Suite 210 Phone:(425)487-1772 Woodinville,WA 98072 � CO�Nr=r-tS'rONE Email:cei@comerstone-engr.com G NG i N E E R f NC. FNC. Web:www.corn erstone-engr.corn project by ?C-4_ sheet no. AOw'"----COFRNr=FRsirONr= location date 11-4-1 N G . N E E R ING. 1-N C. CEI job no, client checked ........... date -h (a C', 4 4- V4 21 project by sheet AgWOO'�i=ORNems-irONS 1012ti011 date CEI job no. client checked date L-T-- ",C~�C411--lG 77F— �Y, (VII 4 114' kvk M- project by sh::tno, arA date CORNemsirCNE location CEI job no. client checked date CO) -7S) 412— ry, Ae sheet no. -EM!Et by I Lt!�L,��2� i7—OFRN(a;qs-irC3Nr= date -%7, E:N U INE E R I N U. I N C. CEI job no. client checked date 1,12 -a2 61-- Otr project . by sheet no. I-C-ti-11 date 1 Eizl?"// CEI job no, Client cheghecl date .......... '5 0 /&xe project w yr-+ by V C-I ,,, sheet no. Oi RNr=FRs"1PONr= location date CEI job no. client checked date r i Y X i I o O w aw a a o PIPE. .0 o w w CL C, a © w a XX a P,PE S?S a w w PIPE 0 y a W ss a ? 0 o d `s+ w a. a hX x �x 2 0 i 1 I 0 Cornerstone Engineering, Inc. SK-7 EAU RN31 DT Port Angeles LTE 2C Dec 23, 2015 at 11:35 AM 15-09035 RN31 DT Port Angeles Frame v2.2.r3d V y X I i © I I u') 00 M N CO � rr M4 w v M � N Lr I ° i ° Cornerstone Engineering, Inc. SK- 8 EAU. RN31 DT Port Angeles LTE 2C Dec 23, 2015 at 11:36 AM 15-09035 RN31 DT Port Angeles Frame v2.2.r3d ..................... Y X I I IN73 N47 i 61 N23 A 0 WN74 13 N96 7 71A N N97 6 N11 $$ 3 N90 8 A 9M N91 N43 14 i i 62 i 2 55 5 52A IN72A r 53 38 4 15 0 ........ ornerstone Engineering, Inc. SK-6 EAU RN31 DT Port Angeles LTE 2C Dec 23, 2015 at 11:35 AM 15-09035 RN31 DT Port Angeles Frame v2.2.r3d vY �Iz L X i i df i 0 W o. PIPE-2.OXX a � nj N � a a a PIPE 2.OXX. a X X N PIPE 2.OXX N LI � w w 3 a a Cornerstone Engineering, Inc. SK- 10 EAU RN31 DT Port Angeles LTE 2C Dec 23, 2015 at 11:46 AM 15-09035 RN31 DT Port Angeles Frame v2.2.r3d Company Cornerstone Engineering,Inc. Dec 23,2015 Designer EAU 11:28 AM �. �► Job Number 15-09035 Checked By: T E C H N O L O G I E S Model Name RN31 DT Port Angeles LTE 2C Envelope AISC 14th(360-10):ASD Steel Code Checks Mem... Shape_......Code C... Lo ft LC Shear Ch...Lo... Dir LC Pnc/om IV Pnt/om flbl Mn /o... Mnzz/o... Cb _Eqn. 1 M1 PIP E_2....1 .569 8 6 .148 12.5 6 5178.239 52604.79 2794.411 R794.41 1 1.193 1 H1-1b 2 M2 PIPE_2-••• .854 8 6 .078 3.5 9 5178.239 52604.7927 94.411 P794.411 1.21 1 H1-1a 3 M3 PIPE_2....1 .758 8 8 .179 9 9 5178.239 52604.79 2794.411 794.411 1.67 H1-1a 4 M4 PIPE_2....! .323 4.75 6 .221 3.... 5 37869.805 52604.79 2794.411 794.411 2.44 H1-1b 5....._..;....M5 PIPE_2.... .297 4.75 6 .191 3.... 7 37869_80552604.792794.411 794.411 2.385 ' H1-1b 6 M14 ,PIPE_2.0 .160 2.385 1 5 .137 .534 5 18585.136 21377.246 1245.2591245.25 1.951 H1-1b 7 M15 L3x3x4 .150 1.195 26 .012 0 v 6 7667.138 31041.916 1123.179 101.16 1.38 H2-1 8 M16 L3x3x4 .032 2.658 41.136 H2-1 .004 0 Z 8 16599.052 31041.916 1123.179 2224.44 9 M20 HSS2.5x.. .115_. 6.038 26 .090 __.9.•••.....y_ 10 16034.909 38730.539 2766.467 766.46 1.39 H1-1b 1Q M21 HSS2.5x.. .007_ 1.449 6 94 0 1 35582.379 38730.539 2766.467 766.46 1.136 H1-1b 11..._._'.M25 PIPE_4.0 .424 2.375 6 .124 2••.. 5 54565.651 62035.928 7073.353 073.35 3.113 H1-1b 12 M29 L3x3x4 .706 1.6 10 .029 0 10 8723.863 31041.916 1123.179 145.50 1.405 H2-1 13 M30 L3x3x4 .074 2.491 6 .006 0 z 4 17916.598.31041.916 1123.179 255.61 1.136 H2-1 1 14 M33 PIPE_2.0 .165 2.385 7 .104 .5 7 18585.136 21377.246 1245.2591245.25 1.943 H1-1 1 15 1 M34 L3x3x4 .140 1.19526 .010 0 v 6 7667.138 31041.916 1123.179 097.42 1.37 H2-1 16 M35 L3x3x4 .037 2.6584 .005 0 6 16599.052 31041.916 1123.179 2224.441 1.136 H2-1 17-1 M38 PIPE-2.004 0 10 ,179 1.... 7 20868.984 21377.246 1245.2591245.25 1.33 H1-1b .............................. _ -- 18_ M39 HSS2.5x.. •113 .03 26 .088 9.... V 10 16034.909 38730.539 2766.467 2766.46A 1.39 H1-1b __..19 1 M40 HSS2.5x.. .007 1,449.6 .092 0 V 10._35582.379 38730.539 2766.467 2766.46A 1.136 H1-1b 20 j M3813PIPE 2.0 .069 0 11 .032 1 21122.466 21377.246 1245.2591245.25 2.373 1 H1-1b 21 M39B PIPE-2.0 .135 1 11 .068 0 6 21122.466 21377.246 1245.2591245.25 2.203 H1-1b 22 M40B PIPE-2.0 .950 0 6 .433 0 6 21122.466 21377.246 1245.2591245.25 2,259 H1-1b 23 M41 PIPE2.0 .056 0 8 .031 0 7 21122.466 21377.246 1245.2591245.25 2.273 H1-1b 24 M42 PIPE-2.01 •139 1 9 .059 0 7 21122.466 21377.246 1245.2591245.25 2.191 H1-1b PIPE 2.01 .957 0 6 .438 0 6 121122.466 21377.246 1245.2591245.25 2.26 HI-lb RISA-3D Version 14.0.0 [Z:\...\...\...\...\Calcs\RN31 DT Port Angeles Frame v2.2.r3d] Page 1 Y ICode Check (Env} No Calc V - ... �1.0 X r.90.1.0. .75-.90 -- - .50-.75 0.-.50 0 2 C\I N n r � CO � r CO o O D CO rn ..7 O •� N � Ln I Member Code Checks Displayed(Enveloped) Results for LC 1, DEAD Cornerstone Engineering, Inc. SK-9 EAU RN31 DT Port Angeles LTE 2C Dec 23, 2015 at 11:36 AM 15-09035 RN31 OT Port Angeles Frame v2.2.r3d Company Cornerstone Engineering,Inc. Dec 23,2015 po P Designer EAU 11:29 AM Job Number 15-09035 Checked By: T E C H N O i o e-i a-s Model Name RN31 DT Port Angeles LTE 2C y Envelope Joint Reactions Joint X ib LC Y Ib LC Z rIbI LC MX ib-ft LC MY 1...LC MZ b-ft LC 1 • N4 m.. 48.722 8 182.24 251 313.012 26 0 1 0 111 0 1 2 in' 48.91' €4 -232.997 5 -403:323 6 0 1 0 1 0 1 3 N15 m.. 1236.282 K24 865.515 27 1070.215 27 0 1 0 1 0 1 4 min 958:942 1077:53. 7 -1399.263 7. 0 1 0 '1' 0 5 N53 m.., 44,427 1250.722 10 1164.134 10 0 1 0 1 0 1 6 - On -44.352 20 718:474 22 ' -484.246 22 0 1 0 1 0 1 7 N2 m.. __67.94_ 25 2485.053 6 57:192 8 0 11 0 1 0 .1 — .. in -108264 5 _317:751: 26; 5'2:1.9: 20 0 1 0 1 0' 1 9 N14 m.. "99.599::: 7 2506,723 6 59.009 10 0 1 0 1 . 0 .. _........ 10 in 66.294; 27, 315:394`. 26 8;558. a., 22 0 1 0 1 0 1 11 o N52A mj 48.953 8 183.771 27 302.885 26 0 1 0 1 0 1 12: minF, 48:736 4 project 's by 2V"'� location date CEI job��. ' client checked date IFC `r, ... (�4 H � ✓ ) M 122-.�* Ll 4� �i�- project by ?6,4— sheet no CORNIEERSVONS location date ENGI n EERINU, INC. CEI job no. client checked date A 11-7- 68. 17 �rity��k 2". STD, PIM S ��tizE U,7aA A�- "0 s 2Nsww-6VW(Jrto Mf v w Mooto 70 VU&19 * . [ P P " - ot iwoiow Uftft to tw br OW ""dw s ow tj -ft MR Clem gar-J + ?k " S�PC�Jt . WAM 04,LAN ry #MPw' !3!�lPk la W.,Dkt a 046k."Ago " OL x*,W", R 1� DRi iY 6 f s tel.? 60-4 ��w. ..«r...,..Y....».;,...,.....�.:..--...w! ,: � - - �w.rye•,,",`... .r�w,t�r�w.+uae,�w wawWwe ` ... MHM+N 2-".....".... ..� .. .. Project: RN31 Downtown Port Angeles Date: December 23,201.5 Client: AT&T Prepared By: PCL CEI No.: 1.5-0.9035 3. Reference Documents Reference Documents 1. Structural Calculations, TRK Engineering, 2003 2. Structural Calculations, CSA Consulting Engineers, 2008 3. Site Modification Drawings, TRK Engineering , 2003. Codes/ Standards 1. International Building Code (IBC 2012), International Code Council, 2012. 2. Minimum Design Loads for Buildings and Other Structures(ASCE 7-10), American Society of Civil Engineering, 2010. 3. Building Code Requirements for Structural Concrete (ACI 318-11), American Concrete Institute, 2011. 4. Manual of Steel Construction, American Institute of Steel Construction Inc. (AISC), 14th Ed., 2011. 16928 Woodinville-Redmond Rd NE,Suite 210 _-- Phone:(425)487-1732 Woodinville,WA 98072 � C�a'BNERSIMNE Email:cci@com,,rstone-eiigr.com E N G I N E E g t N G. INC. Web:u�w��-.cornerstone-,tone .com Address: 131E 1" Street PREPARED 7/09/14, 13:48:34 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/09/14 --—--------------------------------------------------------------------------------—------—-- ADDRESS 131 E 1ST ST SUBDIV: CONTRACTOR PHONE OWNER ELKS LODGE 353 PHONE (360) 457-3355 PARCEL 06-30-00-5-1-1675-0000- APPL NUMBER: 13-00000639 COMM REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------- --------------- --- BL99 01 6/12/14 JLL BLDG FINAL 6/12/14 DA June 12, 2014 8:27:56 AM pbarthol. Keene 360-560-3140 Key box combo 2749 go to 5th floor down hall to left June 12, 2014 4:15:21 PM jlierly. Code was not allowing access contacted the contractor and explained to set up another inspection when accessible/jll BL99 02 7/09/14 L w BLDG FINAL July 9, 2014 1:49:53 PM jlierly. -------------------------------------- COMMENTS AND NOTES -------------------------------------- r CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 X1.1 Application Number . . . . . 13-00000639 Date 7/25/13 Application pin number . . . 884953 Property Address . . . . .. . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- Application type description COMM REPAIR REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT to the City of Port Angeles Application valuation 20000 (Location Code 0$02) Application desc REPLACE 3 ANTENNAS/ADD EQUIPMENT CABINET ---------------------------------------------------------------------------- Owner Contractor ELKS LODGE 353 OWNER 131 E 1ST STREET PORT ANGELES WA 983622902 (360) 457-3355 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL \ Additional desc . . REPLACE 3 ANTENNAS / ADD EQUIP �\I Permit Fee . . . . 347.75 Plan Check Fee 226.04 Issue Date . . . . 7/25/13 Valuation . . . . 20000 Expiration Date 1/21/14 Qty Unit Charge Per Extension BASE FEE 95.75 _ 18.00 14.0000 THOU BL-2001-25K (14 PER K) 252.00 --------------------------------------------------------------- qq., Special Notes and Comments July 23, 2013 4:21:36 PM tamiot. Electrical permit required for all electrical work. ' The Fire Department has reviewed the project application and N,, has no comments Any use of City right of way for staging or lift equipment requires a separate Right of Way Use permit from Public Works Engineering prior to the start of work. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summaryCharged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 t Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor r Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting, PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit ' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION v� 321 EAST STH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00000639 Date 7/25/13 Application pin number . . . 884953 ,1 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- \. Application type description COMM REPAIR REPORT SALES TAX Subdivision Name . . y Property Use on our state excise tax form Property Zoning . . . . . CENTRAL BUSINESS DISTRICT to the City of Port Angeles Application valuation 20000 --------------------------------------------------------------- (Location Code 0502) Application desc REPLACE 3 ANTENNAS/ADD EQUIPMENT CABINET ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELKS LODGE 353 OWNER 131 E IST STREET PORT ANGELES WA 983622902 (360) 457-3355 ---------------------------------* . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . REPLACE 3 ANTENNAS / ADD EQUIP �• Permit Fee . . . . 347.75 Plan Check Fee 226.04 Issue Date . . . . 7/25/13 valuation . . . . 20000 �- Expiration Date . . 1/21/14 Qty Unit Charge Per Extension HFEE 95.75 18.00- 14_0000-THOU BL-2001-25K (14 PER K) 252.00 - -- Special Notes and Comments July 23, 2013 4:21:36 PM tamiot. Electrical permit required for all electrical work. \ y The Fire Department has reviewed the project application and ` has no comments Any use of City right of way for staging or lift equipment requires a separate Right of Way Use permit from Public Works Engineering prior to the start of work. ---------------------------------------------------------------------------- Other Fees . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 347.75 347.75 .00 .00 Plan Check Total 226.04 226.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 578.29 578.29 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does I 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 3 fEl .s, Date Print Name Signature of Contractorr' uthorized Agent Signature of Owner(if owner is builder) T:Fonns/Building DivisiowBuilding Permit TWE GXUS CITY OF For City Use Permit # - X03 r Date Received: 1L /-/3 321 East 5`h Street Port Angeles, WA 98362 Date Approved: J/910 P: 360-417-4817 F: 360-417-4711 hcatuzo@cityofpa.us i Building Permit Application Project Address: 131 E 1 st Street, Port Angeles, WA 98362 Main Contact: Allison Zike - Smartlink, LLC Phone # 14432 SE Eastgate Way, Ste. 260, Bellevue, WA 98007 (425) 274-4444 ext. 112 Property Name Phone Sprint Spectrum(tenant) Owner Mailing Address l Email city State Zip Contractor Name Phone TBD Mailing Address Email city State Zip Contractor License# Expiration: Project Value:20 000 Zoning: Tax Parcel # Lot# $ CBD 063000511675 61423 Type of Residential ❑ Commercial ✓❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes [3No ❑ -7 Project Replace/upgrade three (3) antennas and add one (1) equipment cabinet (after testing Description remove 3 antennas and 2 cabinets). I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,and to obtain permits prior to working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned,and the fees forfeit. Date Print Name Signature June 5, 2013 Allison Zike Allison Zike ox:...enm.za.,..wac�e..w.u..«,...,.c..nw...a.m...«.....<•us oaeaouaa.is imseoarm Residential Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Basement First Floor Second Floor Covered Deck/Porch/En try Deck Garage Carport Other(describe) Area Totals Commercial Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Structure(s) Addition Tenant Improvement Other(describe) Area Totals Lot Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage SQ FT Site coverage(all impervious+ %Site Coverage structures Mechanical Fixtures Indicate how many of each typa of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment #. - - - ---------interceptor Other(describe): James Lierly From: James Lierly Sent: Wednesday, January 15, 2014 10:03 AM To: 'Matteson, Richard (NE)' Subject: RE: Expired Building Permit Thank you for your email.We will grant another extension for 6 months and this email will be confirmation of that extension. Please remember to call into our office for an inspection(s)from the Electrical department and then Building department for a Final inspection.The phone numbers are located on the back of the permit for your convenience... Jim Lierly City of Port Angeles Building Inspector Plan Review Code Compliance Officer jlierly@Cityofpa.us 360-808-0534 From: Matteson, Richard (NE) [mailto:Richard.Matteson(&GNT.com] Sent: Wednesday, January 15, 2014 9:50 AM To: Permits Permits Subject: Expired Building Permit Importance: High Hello, I am working with Sprint on their 4G upgrade to their wireless facilities and have an existing building permit that is set to expire on 1/15/14.Sprint would like to extend the permit an additional 6 months to coordinate with the construction/deconstruction(deactivated cabinet removal) schedule.What would be the process to extend the permit? Permit#'s I • 1300000639 Kind regards, Rick Matteson Rick Matteson Construction A/E Coordinator General Dynamics Wireless Services 1000 124th Avenue NE Suite 200 Bellevue,WA 98005 1 FILE PROJECT DESCRIPTION INTRODUCTION Sprint Spectrum (here after referred to as "Sprint") is a wireless telephone company operating throughout the United States of America. Sprint is licensed to operate in the United States by the Federal Communications Commission (FCC). Sprint is currently upgrading its network in the Skagit County area to make available improved telephone service and provide wireless capacity to its subscribers. This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is Sprint's desire to work with the City of Port Angeles to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless coverage to Sprint's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Sprint SE33XC102 Downtown Port Angeles site is to upgrade Sprint's existing network to provide better telephone service. Sprint intends to achieve these network goals consistent with all policies and ordinances of the City of Port Angeles. Application Request Plan The applicant is requesting the following: • Commercial Building Permit GENERAL PROJECT DESCRIPTION Project Overview The applicant, Sprint, proposes the following modification of an existing telecommunication facility located at 131 E 1St Street, Port Angeles, WA 98362 (Parcel Number 0-63000511675): Add one (1) new equipment cabinets to existing equipment room, and replace/upgrade three (3) antennas on existing rooftop penthouse. After system testing, remove two (2) equipment cabinets and three (3) existing antennas. Facility Specifications ■ Antennas - Sprint is proposing to replace/upgrade three (3) antennas on an existing rooftop structure, and remove three (3) existing antennas after system testing. ■ Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. ■ Equipment - One (1) equipment cabinet will be added to equipment room, and two (2) equipment cabinets will be removed after system testing. GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned Central Business District (CBD). Sprint's proposed modification would be a permitted use according to Section 17.52.070 of the Port Angeles Municipal Code (PAMC): 17.52.070-Modification of existing towers. A. A tower existing prior to the effective date of this ordinance,which was in compliance with the City's zoning regulations immediately prior to the effective date of this ordinance, may continue in existence as a nonconforming structure. Such nonconforming structures may be modified or demolished and rebuilt without complying with any of the additional requirements of this chapter, except for sections 17.52.040, 17.52.075,and 17.52.080 PAMC,provided that: 1. The tower is being modified or demolished and rebuilt for the sole purpose of accommodating, within six months of the completion of the modification or rebuild,additional telecommunications facilities comparable in size to the discrete operating telecommunications facilities of any person currently installed on the tower and with a surface area not to exceed the previous facilities. 12. An application for a development permit is made to the Department hof Community and Economic Development which shall have the, Mauthority to issue a development permit without further approval The grant of a development permit pursuant to this section allowing the modification or demolition and rebuild of an existing nonconforming tower shall not be considered a determination that the modified or demolished and rebuilt tower is conforming 3. The height of the modified or rebuilt tower and telecommunications facilities attached thereto does not exceed the existing height of the tower and facilities as of the date of this ordinance or as hereafter amended,whichever is higher. B. Except as provided in this section,a nonconforming structure or use may not be enlarged,increased in size,or discontinued in use for a period of more than 180 days without being brought into compliance with this chapter. This chapter shall not be interpreted to legalize any structure or use existing at the time this ordinance is adopted which structure or use is in violation of the Zoning Code prior to enactment of this ordinance. Sprint's proposed modifications are located at a previously approved wireless facility. Accordingly Sprint is requesting approval of a Building Permit. Aesthetics The proposed modifications have been designed to be compatible with the existing penthouse and building. Lights and Signals No lights signals, and/or signs will be on-site unless required by either the FCC and/or Federal Aviation Administration (FAA). Signs No signs will be on-site unless required by either the FCC and/or Federal Aviation Administration (FAA). Existing Use The property has existing telecommunication facilities. No changes to uses on the property are proposed. Access/Circulation There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. State Environmental Policy Act (SEPA) According to Revised Code of Washington (RCW) 43.21C.0384: Application of RCW 43.21C.030(2)(c)to personal wireless services facilities. (1) Decisions pertaining to applications to site personal wireless service facilities are not subject to the requirements of RCW 43.21C.030(2)(c), if those facilities meet the following requirements: (a)(i) The facility to be sited is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; or (ii) the facility includes personal wireless service antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or a school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest, or agricultural zone; or (iii) the siting project involves constructing a personal wireless service tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone;and (b)The project is not in a designated environmentally sensitive area;and (c) The project does not consist of a series of actions: (i) Some of which are not categorically exempt; or (ii) that together may have a probable significant adverse environmental impact. (2) The department of ecology shall adopt rules to create a categorical exemption for microcells and other personal wireless service facilities that meet the conditions set forth in subsection(1) of this section... "Macrocell" means a wireless communication facility consisting of an antenna that is either: (i) Four feet in height and with an area of not more than five hundred eighty square inches; or(ii) if a tubular antenna,no more than four inches in diameter and no more than six feet in length. The proposed Sprint project consists of antennas to be attached to an existing structure that is not a residence or school and does not contain a residence or school. Therefore the proposed site changes are exempt from SEPA. State or Federal Requirements According to AMC 17.63.040(F) State or Federal Requirements. All towers must meet or exceed current standards and regulations of the FAA,the FCC, and any other agency of the state or federal government with the authority to regulate towers and antennas.If such standards and regulations are changed,then the owners of the towers and antennas governed by this chapter shall bring such towers and antennas into compliance with such revised standards and regulations within six months of the effective date of such standards and regulations, unless a different compliance schedule is mandated by the controlling state or federal agency. Failure to bring towers and antennas into compliance with such revised standards and regulations shall constitute grounds for the removal of the tower or antenna at the owner's expense. Sprint proposed telecommunication facility will meet or exceed current standards and regulations of the FAA, the FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Sprint's site will conform to all FAA/FCC regulations, and because the maximum ERP is less than two thousand (2,000) watts and/or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part 24, Subpart E. Sprint has a license from the FCC to provide wireless telecommunication services throughout Washington State. FCC Time Period Guidelines On November 18, 2009, the FCC issued a Declaratory Ruling (FCC-09-99A1) that created periods of time under the Telecommunications Act (TCA) in which zoning authorities must act upon siting applications filed by wireless carriers or be in violation of the TCA. Specifically, the timelines are as follows: ninety (90) days for co-locations and one hundred fifty (150) days for all other sites including new towers. Please see the FCC Declaratory Ruling 09-99A1 for more detailed information. c "ALI 110"P111116 s�rn" p �,E1.E�— }hese plans,sP�c. Rt A sed 3•pon of iaat CIV���� .rrrt the b,adding said The Issuance°{this Pers �n of errors in and other data strait nog P'^ Pntino ucring the cos„ nr fson Pre`, catwns sten re4 and other d2"+ v,hen in �G from therea' ;ereuuder plans, sPeCrficationsb�ing carried et this Nrisdo n_ building operations and ordinz` "i violation of ail codes `� l• spa{ems Id 1 f; J integrated design ppprova �'� __n _ , ENGINEERS Lp lei CALCULATION REPORT SE33XC102 Port Angeles, WA May 20, 2013 ti EXP 02/13/2014 _ 00 Fifth Avenue,Suite 1208 Seattle,WA 98101 206.264.1121 id-engr.com 206.264.1122 info@id-engr.com integrated design ENGINEERS STRUCTURAL ASSESMENT SE33XC102 Port Angeles,WA SCOPE The purpose of this analysis is to verify that the antenna mounts on the penthouse walls meet the requirements of TIA/EIA-222-G given the proposed antenna arrangement The equipment room is also to be analyzed.This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2009 International Building Code RESOURCES The Following information was provided to assist in the tower analysis • As-Built drawings dated 1/25/2000 by Fraley/Stricker Architects • Drawings dated 03/23/2012 provided by Smartlink DISCUSSION MOUNT DESCRIPTION The antennas are attached to 2"standard pipe.By way of bent plate,the pipe is attached to the wall using threaded rod. EQUIPMENT ROOM DESCRIPTION The Equipment room is below the roof and hangs from concrete roof beams.The equipment room joists are at least 8"deep and spaced at 16".Under the existing equipment the joists are doubled.The originally proposed equipment configuration led to a failing report.This report includes a new proposed configuration. LOADING The two tables below show the primary loads placed on the mounts.All existing and proposed antenna information was provided by Sprint Existing Appurtenance Configuration Elevation Owner Appurtenance 62' Sprint (4) DAPA79010 62' Sprint 2 DAPAS8010 Proposed Appurtenance Configuration le ation Owner Appurtenance 62' Sprint (2)APXVRR13-C 62' Sprint ADFD1820-33B 62' Sprint (4) DAPA79010 1IL62' Sprint 2 DAPA58010 Note:BOLD type indicates a new appurtenance The two tables below show the loading from equipment Existing Equipment Configuration Equipment Owner Weight Power Unit Sprint 1100 lb Back-up Power Unit Sprint 1100 lb Modular cell Sprint 1500 lb Proposed Equipment Configuration Equipment Owner Weight MMBS cabinet Sprint 474 lb BBU cabinet Sprint 2598 lb Note:BOLD type indicates a new equipment unit Analysis The purpose of this structural analysis is to verify that the mount meets TIA/EIA-222-G requirements with the proposed appurtenance configuration.A 85 mph design wind speed was used..25"of ice with 70 mph wind was also considered.Additionally,the equipment room must be adequate to withstand the new equipment loads. Results of the analysis are summarized in the table below. Item Percent Capacity Mounting pipe 59% Eqmt. Room joists 97% Eqmt. Room Girders 70% CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis,the existing mount does meet the requirements of TIA/EIA-222-G with the proposed appurtenances.With the equipment configured as shown in this report,the equipment room is adequate as well. •..An a' oa t. mat- Project SE33XC102 Location Part Angeles,WA Design Wind speed 85 mph Wind speed with ice 70 mph Service Wind Speed 50 mph Design Ice Thickness 0.25 In Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - ft Importance Factors: Wind speed no ice i Wind speed with Ice 1 Ice thickness 1 To o ra hic Factor H(ft) 2s a K.. K. K, f Kh K. t¢ Gn Ka qz no Icez Ice q qz service 62 900 9.5 0.85 1 L14 N/A N/A N/A L00 0S3 1 0.95 20.11 13.64 6.96 Ant n ourlt cgtn-_ en_ Note:Weight Includes CaAa(ft2) mounting materials Forces(lb) No Ice With Ice Wei Ib Front Side Front Side Front Side w/o Ice Ign w/Ice Service Desi nw/ice Service APXVRR13-C with RRU on 6'long Pipe2std 7.5 4.5 8.0 SA 69 126 150.5 109.2 52.1 9L3 74.3 3L5 ADFD1820-338 with RRU on 6'long Plpe2std 11.4 4.9 11.9 1 5.9 75 160 228.6 162.5 79.1 99A 80.0 34.4 integrated design DESIGN SHEET .� ENGINEERS Project ( XG1OZ Sheet I Location POA ANCA-Lg,W� BySaL Client Date kelA7112 WALL JV1(1t)NiF.�J ��,iF>INA t F i 1. bn22�= 3�16 Mj— �►_ .935-.713. 77.4 lvi 6� TM WALL is integrated design DESIGN SHEET .� ENGINEERS Protect �f`3�x(�tt� Sheet Location PORI ANgUI S, (^44 BY—Zf L Client S f til�1 Date k2/�7 I2 fl, AKE wax- En;rlhc. �, �vipnFu� 61 lo 4)& �, ��= is �1 d C C N (0 7 U 2 y 3'max (may alternatively be placed on other side of MMBS at maximum of 3 frc n wall) y d 7 N O m N CO 7 Co m C O O CUog0U;saJ ou E a r c lJ 1 d C C d lIJ N U 2 N � I N Q I I N I I C O W CO w C U I I I I E UOI;OU;SOJ oU f'll a C, E integrated design DESIGN SHEET .� ENGINEERS { Project SF331��l�2 Sheet 2 Location �o�z ft 1�{�F L F S BY ZSr i Client sipg w Date 3 C-R SCM j l ONS A)Z� vwz) Te, F aQxPM W PEED As OJTLI NFb 00 `T-r►F 9M CIDINC� GRM t•a c S �OIsTS - N1 �1M 7 5wl'S AFF. moo,m 0 17 ] fk An- Lm w- Vsv- S J rpm F GA j . ItAp t � W!7tY` r cE�i t Lt5 ° `�� LL ICY DL IbAl LL IbP Ot 3015ls - FINAL- (plait ' integrated design DESIGN SHEET .� ENGINEERS Project SmxC Sheet 3 Location pot, N(:F l F S l A By �t_ Client SP�1N5 Date `.i/Zo/n �t(cAFR ' MC t) (h.7 Z4- IS 6,V1 L(OpA LL r IS N DL 2 1JOIT4 L OL i u 0 CONCVYIF )�QJF BIF�t11 `rr1� (,f UNG k TGIF HAN6ERS WILL JS �XPECTFD �a 8�. �- SS 7 Nh iJ j t1F xis?w� �tORA11.1 U. f Al Ci pT-,r Z t G 5obuy ft l ' &%5y,b Ow `Tui s ♦ IN��i9 THE Eft pmuwl f,ow1t` -,pmrop c 'tiPaF.`A i-. From: Heather Catuzo [mai Ito:Hcatuzo@cityofpa.us] Sent: Wednesday,June 27, 2012 1:20 PM To: Shari Weir Subject: FW: Permitting estimate for wireless site upgrades Hi Shari, Here is Sue's response below. If you have any other questions, please let me know! Sincerely, Heather From: Sue Roberds Sent: Wednesday,June 27, 2012 12:30 PM To: Heather Catuzo Subject: RE: Permitting estimate for wireless site upgrades Heather: Good job on this follow up. It sounds like they will be replacing existing antennae and cabinets to the previous number and height so new permitting will not be required per Section 17.52.070 PAMC. Section 17.52.070(2), the required application to CED for that replacement can be a building permit since we have no other specific application. They must replace and remove with 180 days, which is what they have suggested. Given the proposal, no further land use review will be required per 17.52.070 PANIC as long as the application is complete. Sue From: Heather Catuzo Sent: Monday, June 25, 2012 1:10 PM To: Shari Weir Cc: Sue Roberds Subject: RE: Permitting estimate for wireless site upgrades Hi Shari, I'm going to forward your question to the Planning Manager,Sue Roberds.She will be back in the office Wednesday. We do a planning/land use review on all projects that come in across the counter, but she can take a look prior to submittal and see if there is anything that looks concerning. Regards, Heather From: Shari Weir [mai Ito:swei r(d)realcomassoc.com Sent: Monday,June 25, 2012 12:40 PM To: Heather Catuzo Cc: Sarah Telschow Subject: RE: Permitting estimate for wireless site upgrades i Heather- Thank you for getting the permit estimate back to me. Can you confirm that no land use review will be required for this project? Shari Weir Planning Coordinator RealCom Associates, LLC desk:425.274.4444 ext.112 mobile:425.241.1693 email:sweir@realcomassoc.com From: Heather Catuzo [mailto:Hcatuzo@)citvofi)a.usl Sent: Thursday, June 07, 2012 1:24 PM To: Shari Weir Subject: RE: Permitting estimate for wireless site upgrades Based on the project value of no more than$20,000,the permit cost would be as follows: $4.50 state surcharge $226.04 plan check $347.75 permit fee Total:$578.29 I would allow 2-3 weeks for commercial plan review. If you have any questions, please let me know. If further engineering is required,our plan reviewer will notify you after looking everything over. Regards, Heather From: Shari Weir [mailto:sweirPrealcomassoc.coml Sent: Thursday, June 07, 2012 10:17 AM To: Heather Catuzo Cc: Sarah Telschow Subject: RE: Permitting estimate for wireless site upgrades Heather, Thanks for getting back to me.The project is valued at$20,000,and there will be no change in height for the antennae. I have attached the proposed work.According to the proposal,there would be a temporary increase in weight: 1 cabinet and 3 antennae will operate alongside the existing equipment during the expected six months of system testing.After system testing,the existing equipment will be removed. Presumably,the completed project will weigh less than the current set-up,as there will be fewer cabinets(There are currently 3,while the final stage will have 2)and fewer antennae(There are currently 6,while the final stage will have 3). Please let me know if you need any more information. From: Heather Catuzo [mailto:HcatuzoCa>cityofpa.usl Sent: Thursday,June 07, 2012 10:09 AM 2 smartlink DOCUMENTATION TRANSMITTAL DATE: June 5, 2013 TO: City of Port Angeles 321 East Fifth St. Port Angeles,WA FROM: Allison Zike Planning Coordinator RE: Sprint Spectrum SE33XC102 - Downtown Port Angeles Commercial Building Permit Application THE FOLLOWING DOCUMENTS HAVE BEEN ENCLOSED: One (1) Building Permit Application One (1) No Land-use Email One (1) Project Description One (1) Structural Calculation Three (3) Full Size Construction Drawings (includes site plan) If you have any questions and/or concerns about the enclosed materials, please feel free to contact me at work (425)274-4444 x112, by cellular (559) 361-2717, or via e-mail allison.zike@smartlinkllc.com. Thank you. 14432 SE Eastgate Way, Suite 260 • Bellevue, WA 98007 p: 425.274.4444 •f: 425.274.4449 www.smartlinkllc.com V " v 1 1\„ integrated design .� ENGINEERS CALCULATION REPORT SE33XC102 Port Angeles, WA May 20, 2013 g FaBr� OWE Aar3 ALB EXP 02/13/2014 00 Fifth Avenue,Suite 1208 Seattle,WA 98101 206.264.1121 id-engr.com 206.264.1122 info@id-ongr.com i integrated design ENGINEERS STRUCTURAL ASSESMENT SE33XC102 Port Angeles,WA SCOPE The purpose of this analysis is to verify that the antenna mounts on the penthouse walls meet the requirements of TIA/EIA-222-G given the proposed antenna arrangement.The equipment room is also to be analyzed.This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2009 International Building Code RESOURCES The Following information was provided to assist in the tower analysis • As-Built drawings dated 1/25/2000 by Fraley/Stricker Architects • Drawings dated 03/23/2012 provided by Smartlink DISCUSSION MOUNT DESCRIPTION The antennas are attached to 2"standard pipe.By way of bent plate,the pipe is attached to the wall using threaded rod. EQUIPMENT ROOM DESCRIPTION The Equipment room is below the roof and hangs from concrete roof beams.The equipment room joists are at least 8"deep and spaced at 16".Under the existing equipment the joists are doubled.The originally proposed equipment configuration led to a failing report.This report includes a new proposed configuration. LOADING The two tables below show the primary loads placed on the mounts.All existing and proposed antenna information was provided by Sprint. Existing Appurtenance Configuration Elevation Owner Appurtenance 62' Sprint (4) DAPA79010 62' Sprint 2 DAPAS8010 Proposed Appurtenance Configuration Elevation Owner Appurtenance 62' Sprint (2)APXVRR13-C 62' Sprint ADFD1820-33B w/RRU 62' Sprint (4) DAPA79010 62' Sprint (2) DAPA58010 62' Sprint 2 VHLP2-18 Note:BOLD type indicates a new appurtenance The two tables below show the loading from equipment Existing Equipment Configuration EQuipment Owner Weight Power Unit Sprint 1100 lb Back-up Power Unit Sprint 1100 lb Modular cell Sprint 1500 Ib Proposed Equipment Configuration EquiwL Wei MMBS cabinet Sprint 4741b BBU cabinet Sprint 25981b Note:BOLD type indicates a new equipment unit Analysis The purpose of this structural analysis is to verify that the mount meets TIA/EIA-222-G requirements with the proposed appurtenance configuration.A 85 mph design wind speed was used..25"of ice with 70 mph wind was also considered.Additionally,the equipment room must be adequate to withstand the new equipment loads. Results of the analysis are summarized in the table below. IIID Percent Capacity Mounting pipe 59% Eqmt. Room joists 97% Eqmt. Room Girders 70% CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis,the existing mount does meet the requirements of TIA/EIA-222-G with the proposed appurtenances.With the equipment configured as shown in this report,the equipment room is adequate as well. Antenna Mount information Project SE33XC102 Location Port Angeles,WA Design Wind speed 85 mph Wind speed with ice 70 mph Service Wind Speed 50 mph Design Ice Thickness 0.25 in Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - ft Importance Factors: Wind speed no ice 1 Wind speed with ice 1 Ice thickness 1 Wind Loading per TIA-222-G Topographic Factor H(ft) Z. a K,m;,, KQ K, Kt if Kh K,t t„ G„ Kd qz no ice I qz ice Jqzservicel 62 900 9.5 0.85 1 1.14 N/A N/A N/A 1.00 0.53 1 0.95 20.11 13.64 1 6.96 Antenna Mount components Note:Weight includes CaAa(ft') mounting materials Forces(lb) No Ice With Ice Weight( Front Side Front Side Front Side w/o ice I w/ice Design w/ice I Service Design w/ice Service APXVRR13-C with RRU on 6'long Pipe2std 7.5 4.5 8.0 5.4 69 126 150.5 109.2 52.1 91.1 1 74.3 31.5 ADFD1820-33B with RRU on 6'long Pipe2std 11.4 4.9 11.9 5.9 75 160 228.6 162.5 79.1 99.4 80.0 34.4 VAHLP2-18 on 72"long pipe2std 7.5 7.5 8.6 1 8.6 52 J 76 J 151.6 117.8 52.5 151.6 1 117.8 52.5 integrated design DESIGN SHEET .� ENGINEERS Project T2�XGIo z Shoot I Location Tt(q AN6;-LF. l LJ4 BY��L Client � � Date I ���L ,ll '��iF�j �'��r�F�►rl�1 1 A .j i i �tJr,�A N �SPE,' p SPF -tD �n ��� i,3 i i NJ:- 'E Cclwmf:r-I P N hRY -N?Mib Ll W Ly I s 'a T 4LL iS AjMME integrated design DESIGN SHEET .� ENGINEERS 7 Project �3�x(�,� pp Sheet Location Pom �IVCa uI ,S, (,�/i By 7:::S�U j Client S i Date / }7 ) t 10 74a a � vi�nFu� � 1 I ; 1 I E(,-Q PAK k-IVO iAWN MMES ; ,fly l� Interim equipment configuration requested by structural engineer Final equipment configuration requested by structural engineer 15'-8• t5 8• ` I o I o-- .5 o- 9) MMBS C o MMBS i C s ILz O s ; N q i N -----r r R-----i BBU 3 11 11 I rD to N 7 W p•_a• O 11 w 11 1wp 9 L_____ w 1 ll _ X.Q' 5 3 m 5 C d B 6 C, O CD Wa F m integrated design DESIGN SHEET .� ENGINEERS Project SF�I�C 110 Sheet Location P©p 1,(,F.LFs ,VA BY � t Client SPF IN 3 Date i I I 00 T�—IF �C?tSIS . N1F1�tM 7 J©�5`�5 �RF. M�Ndrz p;. j117 C } `` l� kp IT, i LAO L(.l ly DL I Lu �d�sis F I NA i 73K i' � Pf 7F integrated design DESIGN SHEET .� ENGINEERS Project SE3�xC�� Sheet 3 1 Location porgy k ra L: 1,f.S r p By �L Client CPR�N� Date N1c� x17�.7 qop� LL ► � r � �i 1� I T►R�6�K 10 C(DNCRFIF Y—GDF T�OF WILL �S �xAEcTED �� �F_ X55 � Fl�N ttlF F-Kv5OI' & LOAV),IV• by �st�t�F��aNC, �SmuyveuC j 8��� ©M `Cup I 1 o . WNTh THu 1 lA9 -j`;r�1S �' � '�`�f� ���:l�i+t�Nl' ��?y�� �S .�}�ws•trs� I 1 e James Lierly From: James Lierly W Sent: Wednesday, January 15, 2014 10:03 AM To: 'Matteson, Richard (NE)' Subject: RE: Expired Building Permit Thank you for your email.We will grant another extension for 6 months and this email will be confirmation of that extension. Please remember to call into our office for an inspection(s)from the Electrical department and then Building department for a Final inspection.The hone numbers are located on the back of the permit for our convenience... p p p p Y Jim Lierly City of Port Angeles Building Inspector Plan Review Code Compliance Officer Ilierly@Cityofpa.us 360-808-0534 From: Matteson, Richard (NE) [ma iIto:Richard.Matteson@GDIT.com] Sent: Wednesday, January 15, 2014 9:50 AM To: Permits Permits Subject: Expired Building Permit Importance: High Hello, I am working with Sprint on their 4G upgrade to their wireless facilities and have an existing building permit that is set to expire on 1/15/14.Sprint would like to extend the permit an additional 6 months to coordinate with the construction/deconstruction(deactivated cabinet removal) schedule.What would be the process to extend the permit? Permit#'s • 1300000639 Kind regards, Rick Matteson Rick Matteson Construction A/E Coordinator General Dynamics Wireless Services 1000 124th Avenue NE Suite 200 Bellevue,WA 98005 1 4*25.301.8145(cell) ►` 425.201.4809(office) dchard.mattesonCaDigdit.com www.qdwireless.com CSI=-NER^L- DYNAMICS Wireless SeMc-es ' he information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged information. Any review,retransmission,dissemination or other use of,or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer." 2 ..1 r Vv integrated design .� ENGINEERS CALCULATION REPORT SE33XC102 Port Angeles, WA May 20, 2013 1 S FOPa�.. b ♦ �� _ x EXP 02/13/2014 00 Fifth Avenue,Suite 1208 Seattle,WA 98101 206.264A 121 id-engr.com 206.264.1122 info@id-engr.com 1 integrated design ENGINEERS STRUCTURAL ASSESMENT SE33XC102 Port Angeles,WA SCOPE The purpose of this analysis is to verify that the antenna mounts on the penthouse walls meet the requirements of TIA/EIA-222-G given the proposed antenna arrangement.The equipment room is also to be analyzed.This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2009 International Building Code RESOURCES The Following information was provided to assist in the tower analysis • As-Built drawings dated 1/25/2000 by Fraley/Stricker Architects • Drawings dated 03/23/2012 provided by Smartlink DISCUSSION MOUNT DESCRIPTION The antennas are attached to 2"standard pipe.By way of bent plate,the pipe is attached to the wall using threaded rod. EQUIPMENT ROOM DESCRIPTION The Equipment room is below the roof and hangs from concrete roof beams.The equipment room joists are at least 8"deep and spaced at 16".Under the existing equipment the joists are doubled.The originally proposed equipment configuration led to a failing report.This report includes a new proposed configuration. LOADING The two tables below show the primary loads placed on the mounts.All existing and proposed antenna information was provided by Sprint. Existing Appurtenance Configuration Elevation Owner Appurtenance 62' Sprint (4) DAPA79010 62' Sprint 2 DAPAS8010 Proposed Appurtenance Configuration Elevation Owner Appurtenance 62' Sprint (2)APXVRR13-C 62' Sprint ADFD1820-33B w/RRU 62' Sprint (4) DAPA79010 62' Sprint (2) DAPA58010 62' Sprint Z VHLP2-18 Note:BOLD type indicates a new appurtenance The two tables below show the loading from equipment Existing Equipment Configuration Equipment Owner Weigh Power Unit Sprint 1100 lb Back-up Power Unit Sprint 1100 lb Modular cell Sprint 1500 lb Proposed Equipment Configuration Equipment Owner Weight MMBS cabinet Sprint 474 lb BBU cabinet Sprint 2598 lb Note:BOLD type indicates a new equipment unit Analysis The purpose of this structural analysis is to verify that the mount meets TIA/EIA-222-G requirements with the proposed appurtenance configuration.A 85 mph design wind speed was used..25"of ice with 70 mph wind was also considered.Additionally,the equipment room must be adequate to withstand the new equipment loads. Results of the analysis are summarized in the table below. imID Percent Capacity Mounting pipe 59% Eqmt. Room joists 97% Eqmt. Room Girders 70% CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis,the existing mount does meet the requirements of TWEIA-222-G with the proposed appurtenances.With the equipment configured as shown in this report,the equipment room is adequate as well. Antenna Mount information Project SE33XC102 Location Port Angeles,WA Design Wind speed 85 mph Wind speed with ice 70 mph Service Wind Speed 50 mph Design Ice Thickness 0.25 in Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - ft Importance Factors: Wind speed no ice 1 Wind speed with Ice 1 Ice thickness 1 Wind Loading per TIA-222-G Topographic Factor H(ft) Z. I a K_,i r, K, K If Kh K„ ti, Gh Ka qz no ice qz Ice qz service 62 900 1 9.5 0.85 1 1.14 N/A N/A N/A 1.00 0.53 1 0.95 20.11 13.64 6.96 Antenna Mount comp nems`= Note:Weight includes CaAa[ft') mounting materials Forces(lb) No Ice With Ice Weight( Front Side Front Side Front Side w/o ice w/ice Design w/ice Service Design w/ice Service APXVRR13-C with RRU on 6'long Pipe2std 7.5 4.5 8.0 5.4 69 126 150.5 109.2 52.1 91.1 74.3 31.5 ADFD1820-338 with RRU on 6'long Pipe2std 11.4 4.9 11.9 5.9 75 160 228.6 162.5 79.1 99.4 80.0 34.4 VAHLP2-18 on 72"long pipe2std 7.5 7.5 8.6 8.6 52 76 151.6 117.8 52.5 151.6 117.8 52.5 integrated design DESIGN SHEET .� ENGINEERS Project f Y-21X00 Z Sheet Location Ttn AN&tLRsl sy�a Client �f` Date WALL ,M(X1p;Fb r V, r' MQfC, 3 1N P�pE.'. ptPF.�TD �n� r?3 in ' r �E CaNNFr , CcNC :t� `moi � R .Si"NO L"L,yTM WALL AbMME s f } integrated design DESIGN SHEET .� ENGINEERS �� Protect J �(L, A Sheet Location Pom ANGF,U S, LNA BY-:If L- Client Sp�,,�A' Date\ZJ 17 2 3 So1s� �K� ��.ED U1�E� Flctsi►�U V IW1 FN! So w 9 ALA-7 B20 251-0 lb M MSPS : LM t� G,�Z�VrfLQA��rs� E I I :r Interim equipment configuration requested by structural engineer Final equipment configuration requested by structural engineer C O C t5 O U) MMBS h �— d T c MMBS ,z z O IL r m ��r-----i BBU m Q � u i 3 a a u O o w i hi u u f 'u II L71 r co (nW W II � CO i n w -----L x.Cr s 3 m 5 C� B e 3 OW10 a f w integrated design DESIGN SHEET .� ENGINEERS }- ProjectSF�3�C (�2 Sheet 2 Location �o�� �i j,( LF.c, %, 7�g l Client Sp7 kN t Date 5 ,`J Z� T '5-OUZwtVt 6 C-A(-CuW0ONS A)ZF- vku\rA Vie, F Golf) r-w Pu(,T�D AS affl U NF- 00 TtTF ?F.CTDINC> rJRltoi m C-S �Ot515 NiFK�rn 7 -50o, s Au MjNlts:m 0- `A"l)rrA e )C fr,- Jd�sTs LIZ SX � •pSL� i f 3 Lit LAO Ul i5� �L LL Jd15is-- FINAL- i t. integrated design DESIGN SHEET .� ENGINEERS Project Sm., Sheet 3 f Location ?(Y., PS(; !,F S }� BY � L Client SPS,N� Date v1 Zg11'5 6;N L{OpA LL, 15 rJ S L 6 70 NNG'M 10 CLOW-9E1F ?—GUF T3FgM �Ny- L1JKKING k T}kf WILL �S xAEcTFp �a �F. �-Fss '(NA N �t1F F�,S�tN�, Lonpi>J6. 3Y ��tt;���EC��NG 5c�,�nF:�j t 8��� O�► `T� S�t��►�ti�� �� S e t, _ Address: 131E St Street PREPARED 12/01/14, 12:47:16 INSPECTION TICKET PAGE 1 i CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/01/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 131 E 1ST ST SUBDIV: CONTRACTOR WESTOWER COMMUNICATIONS INC PHONE (503) 210-1000 OWNER ELKS LODGE 353 PHONE (360) 457-3355 PARCEL 06-30-00-5-1-1675-0000- APPL NUMBER: 14-00000589 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMMCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------7--------------------------------------------- BL99 - -----------------------------------------7--------------------------------------------- BL99 01 12/01/14 J L BLDG FINAL December 1, 2014 10:38:46 AM pbarthol. Dave 714-651-5996 ----------------------- ---------- COMMENTS AND NOTES -------- ------------------------------ " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION t 321 EAST 5TH STREET, PORT ANGELES, WA 98362 cn Application Number . . . . . 14-00000589 Date 6/17/14 14z$ Application pin number . . . 220357 Property Address . . . . . . 131 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- REPORT SALES TAX Application type description COMM REMODEL on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT (Location Code 0502) Application valuation . . . . 14000 ---------------------------------------------------------------------------- Application desc replace add 3 antennas 1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ n. ELKS LODGE 353 WESTOWER COMMUNICATIONS INC 131 E 1ST STREET 19500 SW CIPOLE RD PORT ANGELES WA 983622902 TUALATIN OR 97062 �n (360) 457-3355 (503) 210-1000 d ---------------------------------------------------------------------------- Permit . . . . BUILDING. PERMIT - COMMERCIAL Additional desc ADD/REPLACE 3 ANTENNAS Permit Fee . . . . 263.75 Plan Check Fee 171.44 Issue Date . . . . 6/17/14 Valuation . . . . 14000 Expiration Date 12/14/14 Qty Unit Charge Per Extension BASE FEE 95.75 12.00 14.0000 THOU BL-2001-25K (14 PER K) 168.00 ---------------------------------------------------------------------------- Special Notes and Comments June 11, 2014 8:46:48 AM sroberds. The proposal will result in replacement of an existing rooftop equipment array for telecommunications located in the CBD. No additional towers or stand alone support mounts will be added. ----------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- =--------- ---------- Permit Fee Total 263.75 263.75 .00 .00 Plan Check Total 171.44 171.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 439.69 439.69 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit SE 33Xc- to I CITY OF PORT ANGELES r DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 1 321 EAST 5TH STREET, PORT ANGELES,WA 98362 i I Application Number . . . . . 14-00000589 Date 6/17/14 Application pin number . . . 220357 Property Address . . . . . . 131 E IST ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-1675-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property use to the City of Port Angeles Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation 14000 (Location Code 0502 ----------- - - - - ----- Application --- - Application desc replace add 3 antennas ---------------------------------------------------------------------------- Owner - Contractor- -------------- ------------- ELKS LODGE 353 WESTOWER COMMUNICATIONS INC 131 S IST STREET 19500 SW CIPOLE RD 1i PORT ANGELES WA 983622902 TUALATIN OR 97062 (360) 457-3355 (503) 210-1000 -----!f{ Permit . . . . . . BUILDING,PERMIT - COMMERCIAL -- - ------------ Additional desc ADD/REPLACE 3 ANTENNAS Permit Fee . . . . 263.75 Plan Check Fee 171.44 i Issue Date . . . . 6/17/14 Valuation . . . . 14000 iE Expiration Date 12/14/14 Oty Unit Charge Per Extension BASE FEE 95.75 12.00 14.0000 THOU BL-2001-25K (14 PER K) 168.00 - ------------------------------------------------------- Special Notes and Comments June 11, 2014 8:46:48 AM sroberds. The proposal will result in replacement of an existing rooftop equipment array for telecommunications located in the CBD. No additional towers or stand alone support mounts will be added. ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE ---------------4.50 ----- ----- ------------------------ -- Fee summary Charged Paid Credited Due (, ----------------- ---------- ---------- ------ ---------- 4 Permit Fee Total 263.75 263.75 .00 .00 I Plan Check Total 171.44 171.44 .00 .00 + Other Fee Total 4.50 4.50 .00 .00 Grand Total 439.69 439.69 .00 .00 4 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 j not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the perk manoe of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(it owner is builder) T:Forms/Building Division/Building Permit THE A-+ ANGI y For City Use C1TY OFF 1 L ,/ Permit# `-/ w A s H 1 N G—T O N, U. S. Date Received: / 321 E 5th Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cilyofna.us BUILDING PERMIT APPLICATION Project Address: 1 3 1 Fm s-f- �- a Phone: 2_0(m _1,9® _ +6 S 5 Prima Contact: ®fir -- Email:° 4+,°.t, ��®- $ d QQ-i•$ NameDl�ac.daa Phone Property Mailing Address a Email Owner 63 0 ;�$- F. -s -0- city ods -0-City State Zip P00- e�� c �qy gig 16L �JA1.�3 � � Name a % Phone &Ie.f$®.Je.CroaaaQ��aC-a$a®okg Sol too Contractor Address Email f V ZS 9 'SF_ Information cityState zi C a ,&a.ac<xi"�.% as IL -0� �I �.: m F_ zip Contractors License# y-)1:ST,a C 0,911 Exp.Date: 1 Z,1 1 1 4 Legal Description: Zonf:m Parcel# Project Value: (materials and labor) �b® m 59616,7 $ d '4& ® CO 0 Residential ❑ Commercial N Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement appropriate) Mechanical 11Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? oposed Bathrooms Proposed Bedrooms Yes 0 Pr No B Yes 0 No EL IQ— - Pro'ect Description S 1p giro a A et % 0 eA Is project in a Flood Zone: Yes ❑ No❑ Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. 0 Date � ®� `� m a Print Name 8 40°a A-1'4"�' Si ature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or a" floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed. $$Value Existing Structure(s) Proposed Addition .$ a�+t •ss Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage T lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures A- Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: 9 Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY EQUIPMENT UPGRADE � CALL FOR UNDERGROUND • UTILITIES 2 DAYS PRIO TO DIGGING R 2,5 GHZ UPDATE Sprinti�w CALL 811 TO SPEAK TO • WASHINGTON 811 STAFF OR BYPASS CALL CENTER AND COMPLETE PROCESS ON LINE: DT POf _T ANGELES ON LINEhingEMERton811.com a Select Site CALL 9 1 Know What's below.' CALL 911 Acquisition, Call before you dig. SE33XC102 P.O.Boz 12922,, LL Maple Valley, WA 98038 NnOffice131 EAST FIRST STREET 206-790-4655 PORT ANGELES, WA 98362 PROJECT INFORMATION: Spri nt CLALLAM COUNTY DT PORT LATITUDE: 48. 118611 / 48° 07' 6.999" (2C) ANGELES LONGITUDE: — 123.431853 / — 123* 25' 54.669" (2C) �-F- SE33XCI02 ROOF 1 OP 131 EAST FIRST STREET SEATTLE MARKET PORT ANGELES, WA 9832 WA CODE COMPLIANCE AREA MAP SHEET INDEX PROJECT DIRECTORY ISSUED DATE: SHEET DESCRIPTION 04-22-14 ARCHITECT: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED T-1 TITLE SHEET ISSUED FOR: IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ! e\h fF, N-1 GENERAL NOTES 13424DDHDARCHITECTURE vEESELLC. BUILDING PERMIT CODES AS ADOPTED BY THE LOCAL COVERNING AUTHORITIES. S(�� N-2 GENERAL NOTES NOTHING IN THESE SHEETS 15 TO BE CONSTRUCTED TO PERMIT / \ ISSAQUAH,WA 98027 WORK NOT CONFORMING TO THESE CODES: '7 DOWNTOWN \�. A-1 SITE PLAN CONTACT: DAVID H DEAN REVISIONS `1 A-2 ENLARGED PLAN PHONE: 425-657-0552 REV. DATE DESCRIPTION INITIALS 2012 IBC, STANDARDS AND AMENDMENTS-WAC 51-50 ;�iEMAIL: dovidhdeanOmsn.com A 04-08-14 CD PRELIM DHD 2012 IMC,STANDARDS AND AMENDMENTS-WAC 51-52 A-3 ENLARGED EQUIPMENT PLANS 2012 IFC, STANDARDS AND AMENDMENTS-WAC 51-54 ry. A-4 ANTENNA PLANS& SCHEDULES SITE ACQ. PROJECT MANAGER: 2012 IPC, STANDARDS AND AMENDMENTS-WAC 51-56, 51-57 ACCESSIBILITY REQUIREMENTS: F44 q-s EXTERIOR ELEVATIONS SPRINT CORPORATIOFILE B 04-22-14 CD FINAL DHD A 2 �- A-6 EQUIPMENT DETAILS 9� SITE 'c1'.. CONTACT: KEVIN —5 FACILITY IS EXISTING AND UNMANNED AND NOT FOR HUMAN - PHONE: 206-427-5856 HABITATION — HANDICAPPED ACCESS REQUIREMENTS ARE NOT l REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. RF-1 ANTENNA& CABLE COLOR CODING DETAILS� LEASING CONSULTANT: E-1 SCHEMATIC ONE-LINE DIAGRAM & POWER PANEL SCHEDULE SELECT SITE ACQUISITION, LLC - / P.O. BOX 1292 —�i?O11�2!!FC nrT,"%3,21,• -'F E-2 SCHEMATIC CONDUIT ROUTING M, LE WA 98038 _. G-1 SCHEMATIC GROUNDING PLAN CONTACT: PAT HINMAN �eTni-- -""�t.'1 ( I c G-2 GROUNDING RISER DIAGRAM PHONE; 425-306-2733 `ren hese plan.,,$p?icial . r dot.. .'-� 'the building Official PROJECT DESCRIPTION VICINITY MAP G-3 GROUNDING DETAILS CONSTRUCTION MANAfER 1 0 C4rT8 ..'rl of errors in satd caasrcva�u sr�rrs«x+rrtr SPRINTCORPCRA'ION 'LIe ;;d OrliCr data, Pr fron preventing CONTACT: JIM GOETTSCHE..'�11 SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS PHONE: 206-387-5657'N1n$ L=i:iF (:alrle� Oil t!.;�sreunder SYI':�� In FACILITY BY: PHONE: 208-672-6401 vtodeS £.. .. G .S;i$ pf this fUrlil..'L;Un. INSTALL(3) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) BUI ULFJAH1L1tM Pfilulill 1 S �•1' �'J, INSTALL(3) PROPOSED 2.5 GHz RRH (1 PER SECTOR) PORTAMJEIES - I OR CONSTRUCTION UNLESS LABELED AS OPorl Anpelee WI-WR PROJECT SUMMARY CLgL` L 11�&A D!' sr --�"— -- CONSTRUCTION SET INSTALL(3) PROPOSED FIBER OPTIC JUNCTION CYLINDERS (1 PER SECTOR) DE"?T. C R 223 EAST 4TH STREET, SUITE 5 � INSTALL(3) PROPOSED POWER JUNCTION CYLINDERS (1 PER SECTOR) S1TEJ \� APPLICANT: PORT ANGELES,7- 983862 PHONE: 360-41 WA 983 INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) SELECT SITE ACQUISITION, LLC ON BEHALF OF SPRINT EMAIL: DEVELOPMENTOCO.CALLAM.WA.us PER SECTOR P.O. BOX 1292 7473 MAPLE VALLEY, WA 98038 ELECTRICAL COMPANY: � -n REGISTERED CONTACT: JUSTIN ABBOTT —vRp y� PHONE: 206-790-4655 PUGET SOUND ENERGY -- A R C H I T E C T aJ P�wc ra- PHONE: 1-888-321-7779 _ PROPERTY INFORMATION: 4g'S� PROPERTY OWNER: NAVAL ELKS LODGE - 353 TELCO COMPANY: ADDRESS: 131 EAST FIRST ST flflfl ,I e PORT ANGELES, WA 98362 NAME PHONE D H. N CONTACT: DONALD HANSEN, EXALTED RULER SIGNATURE BLOCK DRIVING DIRECTIONS PH: 360-457-3355 AW MANAGER: � STATE OF WASHINGTON TOWER OWNER: NA APPROVAL SIGNATURE DATE FROM SEA-TAC AfRPORT: SITE ID: NA NAME TAKE THE EXIT ONTO 1-5 S. (21.3 miles) ADDRESS SITE ACQUISITION MANAGER TAKE EXIT 1328 FOR WASHINGTON 16 W TOWARD BREMERTON (1.4 miles) ZONING CLASSIFICATION: CENTRAL BUSINESS DISTRICT(CBD) ADDRESS CONSTRUCTION MANAGER MERGE ONTO WA-16 W(25.8 miles) CONSTRUCTION TYPE: IIA CONTACT TAKE THE WASHINGTON 3 N RAMP TO BREMERTON/POULSBO(0.3 miles) PHONE OCCUPANCY: U SHEET TITLE: A&E MANAGER KEEP RIGHT AT THE FORK TO CONTINUE TOWARD WA-3 N (364 Fr.) JURISDICTION: CIN OF PORT ANGELES RF ENGINEER: PLANNING CONSULTANT KEEP LEFT AT THE FORK AND MERGE ONTO WA-3 N (25.3 miles) RF MANAGER TURN LEFT ONTO WA-104 W/HOOD CANAL BRIDGE/STATE ROUTE 104 W CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NAME TITLE SHEET TAKE THE RAMP TO US-101 N/OLYMPIC HWY(0.3 miles) UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY ADDRESS RF ENGINEER KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR US-101 N AND MERGE ONTO ADDRESS PARCEL NUMBER: 063000511675 CONTACT PROPERTY OWNER TURN RIGHT ONTO N LINCOLN ST. (367 FT.) PHONE TURN LEFT ONTO E. RAILROAD AVE (0.1 miles) LEASE AREA: 240 SQ. FT. EMAIL SPRINT REPRESENTATIVE TAKE THE FIRST LEFT ONTO N LAUREL ST. (0.1 miles) PREVIOUS PERMIT APPROVAL: CUP99-07 SHEET NUMB ER: C REVSO�IN�J AAV MANAGER TURN LEFT ONTO E 1ST ST. (440 FT.)131 E 1ST ST. DHD PROJ. N0. 2014-063 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GFNFRAL CONSTRUCTION NOTES 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST - 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS EDITION AND ALL OTHER APPLICABLE GODES AND ORDINANCES. OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH Sprin WHEN NEEDED. SPRINT SPECIFICATIONS. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN E. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: to SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION PERMISSION OF THE GOLF. AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. PROCEEDING WITH CONSTRUCTION. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS B. FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE, 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS EQUIPMENT. AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS INDICATES THAT THE E. START SELECTOR COLOR NEXT TO END CONNECTORS. �`y a 7. THE TERN "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, Select Site SHOWN PRIOR TO PRGCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BRGUGHi CONTRACTOR SHALL FURNISH AND INSTALL. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: „ CONDITIONS. LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANS'ORMERS, SCHEDULED DOWNTIME FOR THE B. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. Acquisition LLC 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BEP DIAGRAMMATIC OUTLINE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE 1 ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. S. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES EQUIPMENT AND APPURTENANCES. AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH P.O.Boa 1292,Maple Valley, INDICATED GN THE DRAWINGS. 9. MINIMUM WIRE SIZE SHALL BE b12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL 98p pp OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. REPORT. WA 9p03p 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, Office 206-790-4655 SHOULD THERE BE ANY OUESIIONS REGARDING THE CONTRACT DOCUMENTS, E%ISTING CONDITIONS WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. OF THE DD,, �/p pI 17 CONTRACIT IS QTORHSINTENT OF EXPECTED TOCSE FURNSHSTO SI1OWAND INSALLVERY ALL ITEMSRFORTAILCOMPLETECEELECTRICALSYSTEM ANTENNA & HYBRID CABLE NOTES PROJECT INFORMATION: 6, DETAILS ARE INTENDED TO SHOW DESIGN INTENT. FICATI MODIFICATIONS SH MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS. AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. THE WORK. 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL DT PORT 72 ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY APPURTENANCES WITH GDIT. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING SPECIFICATION, SET FORTH BY SPRINT. AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE AN�ELF�S IDENTIFIED BY THE CONTRACT DOCUMENTS. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO S. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND 9070M PER AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE SAMUSUNG'S (SPRINT) SPECIFICATIONS. SE33XCIO2 METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. PROGRESS OF CONSTRUCTION. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED. MUST BE SECURED TO TOWER MOUNTS.. 131 EAST FIRST STREET 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE PORT ANGELES, WA 9832 CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. WITH SPRINT SPECIFICATIONS. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND 10. CONTRACTOR SHALL COORDINATE HISWORK WITH THE SUPERINTENDENT OF BUILDINGS & SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION', 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1. GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN I" SPACING BETWEEN. REQUIREMENTS. B. JUMPER COLOR BANDS SHALL BE I" WIDE WITH 1" SPACE. ISSUED DATE: 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 04-22-14 AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSU NG RF ENGINEER. SEE HYBRID 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. ISSUED FOR: 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS ALL OUTLETS AS INDICATED. RECOMMENDAL CODES OR 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISIANCES BUILDING PERMIT TIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCA REGULATIONS TAKE PRECEDENCE. 19, DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT NOT 70 EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND SPECIFICATIONS WHICHEVER IS LESS. WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING REVISIONS 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, REQUIREMENTS, EXCAVATION,AND BACKFILLING. DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. REV. DATE DESCRIPTION INITIALS PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND A 04-08-14 CD PRELIM DHD 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY REQUIREMENTS OF THE NEC, NEMA AND IEEE. UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER B 04-22-14 CD FINAL DHD ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/AIL - SITE WORK NOTES DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE EQUIPMENT. CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 1, DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 15, REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL AND BLEND IN WITH ADJACENT SURFACES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE 4PPROVED 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES DR IMPROVEMENTS SHALL BE MATERIALS. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEIJ DIRECTORIES. ALL ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS RFMAINING ON THE PROPERTY OF THE OWNER SHALT_ BE 24. DISCONNECT SWITCHES SHALL BE II.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR ENCLOSURES, AS REDUIRED BY EXPOSURE TYPE. BEEN PLOTTED FROMAVAILAELE RECORDS. THE ENGINEER AND OWNER ASSUME NOT SMUDGES 0'ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE AS "NO-OXIDE A" BYDEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH MANUFACTURERS RECOMMENDATIONS. UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF 26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. REMOVING OR ADJUSTING EXISTING UTILITIES. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS NOT FOR CONSTRUCTION UNLESS LABELED AS 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CHECKED AND CORRECTED BY THE ARCIIITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION CONSTRUCTION SET CONTROLMEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 28, CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THINK! INSULATION, 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. B AWG. START OF CONSTRUCTION. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE, DARK SHADED LINES USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY 7473 CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL. TERMINAL CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF REGISTERED LUGS FOR LA0. 8 AWG AND LARGER. WORK. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED ARCHITECT 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL OR OWNERS AGENT WILL APPLY FOR POWER. FEATHER INTO EXISTING GRADES AT THE BE LIMITS. INSPECTION AUTHORITIES. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL ELECTRICAL NOTES 31 OEL PHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 10. STRUCTURAL -ILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM ID H. N ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE STANDARD PROCTOR DRY DENSITY. STATE OF WASHINGTON SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND REGUI REMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF BURIED ELECTRIC" OR "BURIED TELECOM WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. WORK, UNTIL THE 'CONSTRUCTION MANAGER PAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 34. ALL BOLTS SHALL BE STAINLESS STEEL. 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL �/ EQUIPMENT AVAILABLE. CONDITIONS AFFECTING ELECTRICAL.AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS ANTENNA � COAX NOTES SHEET TITLE: TO THE COST THEREOF. ALL ^_XISTI NG CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR. 10 THE I. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL VERTICAL SHALL GI PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A SUBMITTAL OF HIS 61 D. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE APPURTENANCES WITH GDIT. GEOTECHNICAL ENGINEER. !1 * �7 `GENERAL L OTEC CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. I V 1 V L 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED PAPERS, DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER &TELEPHONE COMPANIES HAVING ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: GDIT. 15. ALL TREES AND SHRUBS WHICH ARE NOT "' DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL SHEET NUMBER: REVISION: A. UL -- UNDERWRITERS LABORATORIES 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: BE PROTECTED BY THE GENERAL CONTRACTOR. B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. A. NEAR ANTENNA RAD CENTER ELEVATION, i6. ALL SITE WORK SHALL BE CAREFULLY COORDINATED H GENERAL CONTRACTOR WITH LOCAL D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT B. MIDDLE OF TOWER MID-HEIGH OF ANTENNA IF CABLE RUN IS OVER 200, UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING E. IBC -- INTERNATIONAL BUILDING CODE 1 )' JURISDICTION OVER THIS LOCATION. 13 C. EOTTOM OF TOWER, N-1DHD 4- LA0. F. NFPA -- NATIONAL FIRE CODES D. AT MASTER GROUND BAR 3'-0" FROM LAMBS-BBU CABINET 2014-06 THE INFORMATION CONTAINED IN THIS SET Of CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. FOUNDATION EXCAVATION AND BACKFILL NOTES STRUCTURAL STEEL NOTES WEATHERPROOFING NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 1. ALL STEEL WORK SHALL RECTA ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL 0 ® 1 CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, W-SHAPES: ASTM A992, 50 KSI 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: IVA SUBSTANTIALLY Y HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND ANGLES, BARS CHANNELS: ASTM Fl36, 36 KSI A.ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER Spri nt WITHOUT- % ROUND WATER SHALL BE HSS SECTIONS: ASTM 500, 46 KSI WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE N OF POUNDING WATER. DEWATERING FOR EXCESS G PROVIDE THE PRESENCE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE PTFE SECTIONS: ASTM A53-E, 35 KSI MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS LESS THAN 957 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. GREETER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. KIT AN ENCOMPASSED INTO COLD SHRINK AND 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE SHALL 3. ALL WELDING SHALL BE PERFORMED USING SHOWN, ELECTRODES AND WELDING SHALL CONFORM TO t.THE COAXIAL CABLE CONNECTION OR GROUND C BE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TOPE OVERLAPPING EACH ROW BY • DE EXCAVATED TC ITS FULL DEPTH AND EITHER BE REPLACED WITI{ MECHANICALLY COMPACTED AISC `MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL 6E TOUCHED UP. APPROXIMATELY %"AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED Select Site BELOW; OR GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE H 2 SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS .THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN SE WRAPPED WITH LAYERS OF Acquisition LLC EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED NOTED OTHERWISE.. EILECTRUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW: OR 3.THE COAXIAL A%IAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 1 THICKNESS OF CONCRETE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS P.O.4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH. DEBRIS, DISCUSSED BELOW. PBoz 1292,Maple Valley, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS c� e.COLD SHRINK INSTALLATION PROCEDURE: OVER 2LOAM ANDYMAX D LAY, ADA AND BACKGRAVEL, R SOFT BE SHALE, FREE COMPACTEDCLODS AORRLARGE STONES CONCRETE MASONRY NOTES 1.REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 WA 98038 INCHES WIDE 2.REQUIRED TOOLS: KNIFE AND TAPE MEASURE Office 206-790-4655 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 957 OF (F'M=1,500 PS). MEDIUM WEIGHT (lis PCF). REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD PROJECT IN FORMATION. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. SHRINK 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). . 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRC-CONNECTO RIZ CD END OF TRIC LARGER DT PORT 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI PT 28 DAYS. DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. Z FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER AN�ELF�S GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER REQUIRED. 5, ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START B. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEX7ILE FABRIC 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND 50 THAT THE SF33XCIO TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841"OR AN BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. EGGS OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. 3 L STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE 131 EAST FIRST STREET CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. ATTACHED CORD AWAY FROM THE TUBE. FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS FORT ANGELES, WA 9832 TYPE No 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA. EXCESS OF 4'-0" OF HEIGHT. COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED, STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN 9. IN .ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH SO I OR LBREAK MATERIALS SLOPEDR SURFACES STEAND EPER THAN SMATERIALS I VERTICAL TO 4 HORIZONTAL GROUND SUCHSURFACE THAT PLOW LSTRIP 10 . CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP KNIFE. 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TTAPE 2 ISSUED DATE: MATERIAL WILL BIND WITH EXISTING/P.REPARED SOIL SURFACE. INCHWIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A 04-22-14 11. REINFORCING BARS - SCE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. SHINGLED EFFECI. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD 10. WHENSUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ISSUED FOR: THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, 12. PROVIDE ONE BPR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR UNITS. INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE BUILDING PERMIT TO PLACEMENT OF FILLS. SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. WITH A SHARP KNIFE. REVISIONS 11, IN AREAS WHICH EXISTING GRAVEL SURFACING 15 REMOVED OR DISTURBED DURING CONSTRUCTION c. BUTYL RUBBER TAPE INSTALLATION PROCEDURE OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL. SURFACING AND RESTORED TO 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUT"L RUBBER TAPE 2 TO 3 REV. DATE DESCRIPTION INITIALS 1. THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE SECTION 2104.6.1 OF U.B.C. INCHES WIDE. A 04-08-14 1 CD PRELIM DHD REE FROM CORRUGATIONS AND WAVES. 2.REQUIRED TOOLS: KNIFE OR SCISSORS. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE STS? 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT DRAWINGS OR SPECIFICATIONS, REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK B 04-22-14 CD FINAL DLID ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR 07HER DELETERIOUS MATERIALS ARE REMOVED ELECTRICAL. 7APE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH, THESE PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. CONTAINING REINFORCING STEEL. PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING ?ATTER AND JOINT ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF, BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS TYPE. SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SU GRADE SHALL BE FILLED AND STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LATER OF BUTYL RUBBER TAPE (2 TO 3 COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHAD_ NOT BE USED 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY FOR FILLING DEPRESSIONS IN THE SUB GRADE. SHALE, ALKP.0 OR ORGANIC MATERIAL 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA OPERATE. BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. " 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE C STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH MUST SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE STRUCTURAL CONCRETE N OT E S WIDTH OVERLAPPING EACH ROW BYR INCH. THESE LAST TWO LACERS SHALL BE WRAPPED SO THAT THE ENTHE BE WRAPPED USING A SHINGLED EFFECT THE TOP LAYER DS ARE IN THE CONTRACT. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 378-05 AND THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED THE BID, EXCESS SPECIFICATION FOR CAST-IN-PLACE CONCRETE. AN NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST IN TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH. fc'=3,000 PSI AT 28 DAYS UNLESS CABLE. NOTED OTHERWISE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED A SHARP KNIFE OR SCISSORS. ENVIRONMENTAL NOTES OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC NOT FOR CONSTRUCTION UNLESS LABELED AS J UNLESS NOTED OTHERWISE. SPLICES CLASS 'B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED D.SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: OTHERWISE, 1.REQUIRED MATERIAL: SELF-AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE CONSTRUCTION SET 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE - 2 INCHES WIDE. CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 2.REQUIRED TOOLS: KNIFE OR SCISSORS. AREAS IN VIOLATION. SHOWN OTHERWISE ON DRAWINGS: STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION ANDCONCRETCAST AGAINST EARTH..............3 IN. STEP 2: START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM _ . MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION, 7473 PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED CONCRETE EXPOSED TO EARTH OR WEATHER: STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAF OF THE TAPE AROUND THE CABLE, MAKING REGISTERED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE, AND LARGER...............2 IN. SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND #5 AND SMALLER & WWF_.............1 1/2 IN. STEP �: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP ARCH ITE CT (0.75 INCH WIDE) LAYERS. PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: STR 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT T116 PROPERTY. THE CONTRACTOR IS RESPONSIBLE SLAB AND WALL...............3/4 IN. STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT RESPONSIBLE BEAMS AND COLUMNS...............1 1/2 IN. ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE USING THUMB FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE PRESSURE. WITH ACI 141 SECTION 4.2.4 STR 7: TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ID H. N 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL - ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE RRELLED. STATE OF WASHINGTON SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE STEP 8: WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 CORRECTED AT THE CONTRACTORS EXPENSE. ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHAH BE PER ICBO & MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF-AMALGAMATING TAPE ONTO THE 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALLBE ONLY AS PERMITTED AND BE HELD TO MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL SHEET TITLE: TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. GENERAL NOTES E,7 C. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHSLEAVING THE CONSTRUCIION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. SHEET NUMBER: REVISION: 10, RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR N-2 v LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER. OIL, ALKALI, OR OTHER CHID PRO]. N DH DELETERIOUS SUBSTANCES. 2074-063 71 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRICTARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL NOTES THIS NOT A SITE SURVEY; Sprint / ALLIS PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HA DIDTE HAVE BEEN 081AINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGESSAND ARE \ APPROxIMA7E. / Select Site Acquisition, LLC / P.O.Boa 1292,Maple Valley, /A / \ \HiQ WA 98038 Office 206-790-4655 PROJECT INFORMATION: DT PORT \ ANGELES SE33XC1O2 / \ 131 EAST FIRST STREET / / \ PORT ANGELES, WA 9832 ISSUED DATE: 04-22-14 / \ ISSUED FOR: BUILDING PERMIT REVISIONS / \ / REV. DATE DESCRIPTION INITIALS A 04-08-14 CD FRELIM DHD B 04-22-14 CD FINAL DHD \ / / 1A / NOT FOR CONSTRUCTION UNLESS LABELED AS I CONSTRUCTION SET BUWNG / I 7473 REGISTERED ARCHITECT / v �� •ID H. N STATE OF WASHINGTON I` - - \ - - - - - - - 1 - SHEET TITLE: \ UPPER Fww OVERALL SITE \ R1 AR-A - ENLARGED PLANS & ELEVATIONSSHEET NUMBER: REVISION: A-1B _ DHD PROJ. NO. 22"x34"SCALE: 1" = 30'-0" OVERALL SITE PLAN ] 2014-063 11"x17"SCALE: 1" = 60'-0" 30 15 0 30' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL NOTES THIS IS NOi A SITE SURVEY: Sprint ALL PROPERLY OBTAINED FROM ORIENTATION PARC OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A LAX PARCEL MAP AND OR SAIELLIIE IMAGES AND ARE APPROXIMATE. Select Site Acquisition, LLC P.O.Boa 1292,Maple Valley, WA 98038 Office 206-7904655 / PROJECT INFORMATION: DT PORT ANGELES SE33XC102 131 EAST FIRST STREET PORT ANGELES, WA 9832 P / ISSUED DATE: P 04-22-14 / O ISSUED FOR: / BUILDING PERMIT O/ REVISIONS REV. DATE DESCRIPTION INITIALS - - - - _ EXISTING ROOFTOP A 04-08-14 CD FRELIM DHD r \ I � B 04-22-14 CD FINAL DHD I O J � O EXISTING SPRINT PROJECT AREA - SEE EQUIPMENT ROOM / ENLARGED PLANS & I FOOTPRINT BELOW ELEVATIONS I v I O I O O NOT FOR CONSTRUCTION UNLESS LABELED AS \ O I CONSTRUCTION SET - - - - - - - - - - --) / 7473 REGISTERED ARCHITECT ID H. N STATE OF WASHINGTON SHEET TITLE: ENLARGED SITE SHEET NUMBER: REVISION: A-2 B 22"x34"SCALE: 1/4" - -D" ENLARGED SITE/COMPOUND PLAN 1 DHD PROD. NO. 2014-063 11"x17 SCALE: 1/R" = 1.-0" 4' 3' 2' 1' 0" 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> EXISTING STEP � Select Site b Acquisition, LLC 31� T—� ------ P.O.Bog 1292,Maple Valley, W WA 98038 SPRINT Office 206-7904655 EQUIPMENT PROJECT INFORMATION: ROOM EXISTING SPRINT 'p = DT PORT MMBS CABINET _� EXISTING x ,— X313H INTERIOR X3�3H ANGaES WALL x31 EXISTING SPRINT 3 SF33XCIO2 CABLE ENTRY ALL EXISTING SPRINT GROUND PORT EXISTING BASED EQUIPMENT TO REMAIN HALLWAY PROPOSED SPRINT - NO ADDITION SPRINT 131 EAST FIRST STREET EXISTING SPRINT HYBRIFLEX CABLE TO a'-r EQUIPMENT INSTALLED AT THIS eau CABINS s-r NEW 2.5GHz ANTENNAS TIME PORT ANGELES, WA 9832 ISSUED DATE: 04-22-14 ISSUED FOR: BUILDING PERMIT REVISIONS EXISTING SPRINT REV. DATE I DESCRIPTION INITIALS TELCO CABINET A 04-08-14 CD PRELIM CHID EXISTING SPRINT PPC B 04-22-14 CD FINAL DHD 22•x34" SCALE: v2" _ ,'-N" EXISTING EQUPMENT PLAN 1 22"x34" SCALE' 1/2" = 1-0" PROPOSED EQUIPMENT PLAN 2 11"x17' SCALE: 1/4" = 1'-0" 2' 1' 0" 2' 11"x17" SCALE: 1/a" = 1`-0" 2' 1' 0" 2' ts-e' EXISTING STEP—j NOTE: STRUCTURAL ANALYSISMUST BE b PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. 31dH 1AH STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT NOT FOR CONSTRUCTION UNLESS LABELED .AS x CONSTRUCTION SET EXISTING SPRINT MMBS CABINET J SPRINT EXISTING ITEMS TO BE REMOVED EQUIPMENT EXISTING SPRINT ROOM CDMA ANTENNA 0 7473 CABLE ENTRY } CDMA CABINET o REGISTERED PORT BBU CABINET 0 ARCHITECT X T— EXISTING MICROWAVE CABINET 0 X3-l3H INTERIOR COAX CABLE 0 WALL X3-1-11- ID H. N ALL EXISTING SPRINT GROUND PROPOSED SPRINT BASED EQUIPMENT TO REMAIN EXISTING STATE OF WASHINGTON HYBRIFLEX CABLE TO - NO ADDITION SPRINT HALLWAY NEW 2.5GHz ANTENNAS III EQUIPMENT INSTALLED AT THIS TIME EXISTING SPRINT j BBU CABINET 1` SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: REVISION: A-3 B 22"x34 SCALE ,/2" I N0. DHD PROD. 2014-063 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING SPRINT MW DISH - TOTAL OF 2) E ` (252 AZ M�TH�SN Sprinti>A EXISTING SPRINT ANTENNA W/ 190OHMZ RRU (AIDPER ANTENNA W/A1190OHMZ \(22oSgZMUT�)` Select Site SECTOR - TOTAL OF 3) RRU (1 PER SECTOR - TOTAL OF 3) Acquisition, LL \/ P.O.Boa 1292,Maple Valley, ` Se1 SEC (P) SPRINT 5GHz PANEL WA 98038 (22p` TOF E 2ANTENNA MOUNTD ON (E / P) Office 206-790 A21MUTy�� �4 -4655 EXISTING PENTHOUSE 3Y2"o O.D. PPE - 1 PER o,-6 ROOF SECTOR, TOTAL OF 3 PROJECT INFORMATION: EXISTING SPRINT 1900MHZ QUADDT PORT SECTOR - TOTAL OF ) ALW 190OHMZ (1 PER T(2oSFC'/Op m^ ANGFUS EXISTING SPRINT ) Piz MW DISH - &Is SEE /SE33�/XC1O2 TOTAL OF 2) N 131 EAST FIRST STREET PORT ANGELES, WA 9832 Flo W N ISSUED DATE: = I A'\o COI^ EXISTING SPRINT EMPTY (F� 4- -1 PIPE 0 1N REMAIN TO T72�SgZTOR BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS yl A 04-08-14 CD PRELIM DHD 1 B OA-22-14 CD FINAL DHD 22"x34"SCALE: 3/16" - ® 22"x34" SCALE: 3/16"_ '-0" ®• PROPOSED ANTENNA PLANL2 - D" EXISTING ANTENNA PLAN x17'" SCALE 3/8 i t"x17' SCALE: 3/8 = 1-0 8' 4' 0' 8 - 1'-0• 8' 4' 0" 8 NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY 1 -) G PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. (252.pE�ZMIN Q� NOTANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. MUjN�sN NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. EXISTING SPRINT MW DISH - TOTAL " OF 2) FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS EXISTING SPRINT PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST EE ANALYZED BY A LICENSED �E1 SECj 190OMHZ QUAD STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER (22Q AGR 6'' ANTENNA W/ 190OHMZ STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. AZ MUTH� RRU (1 PER SECTOR - TOTAL OF 3) 2.5 GHz EQUIPMENT ONLY NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A21M�TN_ (P) SPRINT 25GHz PANEL RRU / HYBRID CABLE SCHEDULE J ANTENNA MOUNTD ON (E / P) 4 HYBRID CABLE HYBRID CABLE JUMPER JUMPER RET RET CABLE RET CABLE 3Y2"O Q.D. PIPE - 1 PER A-6 SECTOR RRH MODEL RRH FREQUENCY LENGTH DIAMETER SIZE LENGTH LENGTH MANUFACTURER MODEL NUMBER SECTOR, TOTAL OF 3 ALPHA 2.5GHz RRH (1)2.5GHz 105' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 747'3 REGISTERED EXISTING SPRINT BETA 25GHz RRH (1)2,5GHz 12V 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 900MHZ QUAD ANTENNA W/ GAMMA 2.5GHz RRH (1)2.5GHz 135' 1" 1/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 ARCH 190OHMZ RRU (1 720:FcTO ANTENNA SCHEDULE TOTAL SECTOR F03) �I\ � SECTOR FREQUENCY ANMFRNA ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT I� ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) ,zo' 64'-0" 69.7" 0' o• D H. N O1� BETA 2.5 GHz KMW ET-X-WM-18-65-BP 1 (PER SECTOR) 190' 6<'-0" 69.7" o' o' STATE OF WASHINGTON UIN GAMMA 2.5 GHz KMW I ET-X-WM-18-6S-8P 1 (PER SECTOR) co Q IO WIN SHEET TITLE: V/ ANTENNA PLANS EXISTING SPRINT (7�oSFCr TOTALSCHEDULES MW ISOF 2) �G J� v¢ MRh�\\ SHEET NUMBER: REVISION: W 22"x34"SCALE 3/16' - -°' ®. FINAL ANTENNA PLAN 3 NOTES/ANTENNA SCHEDULE T A-4 DHD PROD. N0. 11"x"'. SCALE: 3/8 = 7'-0" 8• 4' 0' 8 2014-063 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TIIAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. s Sprint> Select Site Acquisition, LLC P.O.Boz 1292,Maple Valley, WA 98038 Office 206-7904655 PROJECT INFORMATION: DT PORT (P) SPRINT 2.5GHz PANEL ANTENNP, 4 EXISTING SPRINT MICROWAVE DISH TO MOUNTD ON (E/P) 3Y2"O O.D. PIPE - 1 A 6 (E) PANEL ANTENNAS (OTHERS) TO REMAIN ANG 'B REMAIN (2 TOTAL) PER SECTOR, TOTAL OF 3 (E) PANEL ANTENNAS (OTHERS) TO REMAIN EXISTING SPRINT 1900MHZ QUAD SE33XC102 ANTENNA W/ 190OHMZ RRU (1 PER (P) SPRINT 2.5GHz PANEL SECTOR, TYPICAL OF 3) 131 EAST FIRST STREET (E) PENTHOUSE - PREPARE FOR NEW ANTENNA MOUNTD ON (E/P) 3Y2"O9�� PORT ANGELES, WA 9832 COM ANTENNA BY 0M ANTENNA INSTALLATION A_g O.D. PIPE - 1 PER SECTOR, �7 TOTAL OF 3 EXISTING SPRINT 190OMHZ QUAD TOP IF ISSUED DATE: ANTENNA W/ 1900HMZ RRU (1 PER 6/8 (P) SPRINT 2.5GHz RRH 04-22-14 SECTOR, TYPICAL OF 3) MOUNTED ON (E) 3Y2° O.D. A-6 PIPE. PROVIDE PIPE ADAPTER ISSUED FOR: KIT TO SUIT IF NECESSARY - 1 —_ tw MR211 I I PAr1EL ,$ BUILDING PERMIT �R98_CEW�ER PER SECTOR, TOTAL OF 3 EXISTING SPRINT MICROWAVE DISH ` REMAIN (2 TOTAL) 503Mor REVISIONS m T�13F PARAPET REV. DATE DESCRIPTION INITIALS ELEV.sSB-4' --- ---- - -----� L------------------------------- ----------------j A 04-08-14 CD PRELIM DHD B 04-22-14 CD FINAL DHD F1EXISTING BUILDING EXISTING BUILDING NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID H. N STATE OF WASHINGTON SHEET TITLE: EXTERIOR ELEVATION SHEET NUMBER: REVISION: A-5 B 22"x34" SCALE: 1/16" EXTERIOR ELEVATION Z DHD PROD. N. 2014-063 11"x17" SCALE: 1/32' = 1'-0" 16'12' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. OR MANUFACTURER: KMW (E) NT (P) PIPE \` MODEL: ET-X-WM-18-65-8P MOUNT WEIGHT: 41.7 LBS DIMENSIONS: 69.7" X 12" X 4inti�*FREQUENCY: REFER TO RF DATA SHEET SPECTO IFICATIONS ARE SUBJECT TO Spr CHANGE W/ OUT NOTICE - Select Site p TOP Acquisition, LLC -G" P.O.Bog 1292,Maple Valley, ®® WA 98038 RF CONNECTOR C4 Office 206-790-4655 (TYP) BOTTOM PROJECT INFORMATION: DT PORT ANTENNA INFORMATION ANGELES PULLED FROM PRELIMINARY FRONT SIDE PRODUCT DATA SHEET SE33XC102 22"x34" SCALE: NOT TO SCALE NOT USED 2, 22"x34- SCALE' NOT TO SCALE ANTENNA MOUNT 3 22"x34" SCALE: NOT TO SCALE ANTENNA DETAIL 4 31 EAST FIRST STREET 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT T° SCALE 11"x17" SCALE: NOT TO SCALE PORT ANGELES, WA 9832 2.5GH7 RRU W/ FINGER GUARD O 00 0 0 0 MANUFACTURER: SAMSUNG MODEL: XXXXXXXXXX . 00O 0 0 0O 0 0 0 0 0 0 O 0 O 0 O 0 0 ISSUED DAT E : WEIGHT: 59:5 LBS (2ISTING OR DIMENSIONS15.5" X 18.6" X 9.45" OU U OU U OU OU OU OU OU PROPOSED 114"0 PROPOSED 04-22-14 OUTPUT - MINI DIN SAMSUNG MOUNTING PROPOSED ANTENNA O O O O O O O O O PIPE MOUNT BSPECIFATIONS ARE SUBJE0TO CHANGE W/ O O O O O O O O O O O O O RACKSISSUED FOR: OUT NOTICE 0 O O O O O O O O O O O O O EE EODETAIL FOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 00 HARDWARADDITIONAL BUILDING PERM IT 0 0 0 0 0 0 0 0 0 0 0 0 0 INFORMATION 1'-3 1/2" 000000000000000000 000000000 REVISIONS O O O O O O O O O O O O O O O O O O O O O O O O PROPOSED REV. DESCRIPTION DATEINITIALS O O O O O O O O O O O O SAMSUNG MOUNTING ° o A 04-08-14 CD PRELIM DHD O O O O O O O O O BRACKET &RF CALIERATION O^o OOoOoo—O— 0 0 0 HANTENNA MOUNT PER PORT N-TYPE _ O O ARDWARE MANUFACTURER B 04-22-14 , 8 RF OUTPUT EXISTING oR PROPOSED 3Y2"m PORTS - MINI DIN -O O O O O O O O O PIPE MOUNT O O O 0 O O O O O 000°00000000000000 0 0 O O 0 O 0 0 0 -- - PROPOSED SAMSUNG RRH O O O Q O O O D O O O PROPOSED ANTENNA PROPOSED EXISTING OR MOUNTED UNDER O O 000 O O O O O O O O O - SEE DETAIL FOR SAMSUNG RRH PROPOSED 3Y2"0 NEW ANTENNA - O O O O O O O O O O O O O O O O O O ADDITIONAL MOUNTED UNDER PIPE MOUNT - - PLACE HERE WHEN O O 00000°00000°000000 INFORMATION NEW ANTENNA ALLOW BEHINCE D O O O O O O O O O O O O O O O O O O PROPOSED SAMSUNG RR ANTENNA MOUNTED UNDER NEW ANTENNA - PLACE HERE WHEN SPACE DOESN'T ALLOW Q 9 pigBEHIND ANTENNA 000 FIBER MPO DC POWER TOP REAR SID E CONNECTOR CONNECTER 22"x34" SCALE: NOT TO SCALE 2.5GHZ RRU MECHANICAL SPECIFICATIONS 6 22"x34 SCALE, NOT TO SCALE RRU POLE INSTALLATION DETAIL 8 11"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID H. N STATE OF WASHINGTON SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: REVISION: B 22"x34" SCALE: NOT TO SCALE NOT USED 10 22 x34" SCALE: NOT TO SCALE NOT USED 12 A-6 DHD PROD. N0. 17" SCALE: NOT TO SCALE 11x17"SCALE: NOT TO SCALE it"z 2014-063 THE INFORMATION CONTAINED IN THIS SCT OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TITAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. TYPICAL HYBRID CABLE COLOR CODE SUPPLIER SAMSUNc 7NIODELNUMBERLENGTH RADIUS WEIGHT L= TYPE i TYPE 2 TYPE 3 TYPE 4 TY?E 5 T'fPE 6 TYPE 7SECTOR FIRST RING SECOND RING THIRD PING rPE R) INCHES (LBS TOTAL LENGTH X114'-9.55" X180'-5.35" _213'-3A5" ^Q62'-5.6TRA 328'-1" X420'-0A GREEN NO TAPE NO TAPE HYBRID POWER AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR, AWG 6 1 4 1 PAIR, AWG 4 i PAIRB GREEN GREEN NO TAPE p r 30'-135' 1.35 1 CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR, AWG 8 3 6 1 PAIR. AWG 6 3 PAIR AWG 4 3 PAIRCONFIGURATION AWG 10 2 PAIR 8 7_ PAIR G GREEN GREEN GREEN CABLE DIAMETER 0.98" 1.06" 1.18" 1.18"/1.25" 1.25" 1.56" 1.69" FREQUENCY COLOR CODE FOR PAIRS 136'-225' 5 56 AWG BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 7.71" 18.00"/30.00" 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE AND FIBER CABLES OF HYBRID CABLE DU CABINET 2 PAIR POWERWERAND OPTIC CABLE WITH PE PIPE Select Site FREQUENCY COLOR CODE FIRST RING SECOND RING (POWER CABLE TYPE 3 226'-390' 7.75 BUT LESS 20 N4 AWG TERMINAL MAX • 2.5 GHz YELLOW RED THAN 2" SIZE AWG 4) Acquisition, LLC RRU POWER AWG 8, 0.57"-0.60" 8 AWG CABLES 4 PAIRS TYPICAL JUMPER CABLE COLOR CODE CABLE SPEC AWO 10, 0.45"-0.48" P.O.Bog 1292,Maple Valley, NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER FREQUENCY ANTENNA PORT RRU PORT CABLE AND OPTIC CABLE AND OPTIC CABL ANG OPTIC CABL AND OPTIC CABLE AND OPTIC CABL AND OPTIC CABLE AND OPTIC CABLE WA 98038 PCSi -45' ANT 0 CBLUOE PROTECTION WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE Office 206-790-4655 POST +45ANT 1 WHITE 2.5 GHz PCS2 -45' ANT 2 GREEN PROJECT INFORMATION: PCS2 +45' ANT 3BROWN RET RET RED DT PORT ANGELES SE33XCI02 22"x34" SCALE: NOT TO SCALE COLOR CODING 1 22 x34" SCALE: NOT TO SCALE HYBRID CABLE TYPES 4 131 EAST FIRST STREET 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PORT ANGELES, WA 9832 1 3 4" TAPE 1 3/4"TAPE 1 3/4" SPACE 1 3/4" TAPE RING 1 3/4"TAPE RING 7/8" SPACE / BETWEEN HYBRID 1 3/4"TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING ISSUEDDATE: 1 3/4" TAPE SECOND RING 7/8"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 1 3/4" SPACE BETWEEN IF APPLICABLE PER BETWEEN IF APPLICABLE PER 04-22-14 FIRST RINE BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FR[QUENCY COLOR FROM END OF 7 3/4"TAPE RING HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) ISSUED FOR: (4) PAIR COPPER BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS TQ RRU A 04-08-14 CD PRELIM DHD B 04-22-14 CD FINAL DHD (6) FIBER CABLES ,NO SPACE BETWEEN `FREQUENCY COLOR HYBRID COLOR CODE) HYBRID COLOR CODE) WRAP TAPE AROUND)HYERIC CABLE HYBRID COLOR CODE HYBRID COLOR CGDE HYBRID COLOR CODE J TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE TIMES. TO CABINET FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) MIN. (TYP) 1 3/4" TAPE 1 3/4"TAPE 1 3/4" SPACE 1 3/4" TAPE RING 1 3/4"TAPE RING BETWEEN HYBRID 1 3/4" TAPE 1 3/4' TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING 1 3/4" TAPE 7/8 SPACE SECOND RING 7/8" SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 1 3/4" SPACE BETWEEN BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 1 3/4"TAPE RING (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER FIRST RING RINGS SECTOR RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS HYBRID COLOR CODE ) SECTOR) Im. (4) PAIR COPPER TO CABINET NOT FOR CONSTRUCTION UNLESS LABELED AS (6) FIBER CABLES� 1J1\\ CONSTRUCTION SET HYBRID COLOR CODEJ HYBRID COLOR CODEJ HYBRID COLOR CODEJ NO SPACE BETWEEN `FREQUENCY COLOR HYBRID COLOR CODE J1 HYBRID COLOR CODE J1 WRAP TAPE AROUND J 1 HYBRID CABLE TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE TIMES, TO RRU FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) MIN. (TYP) 7473 REGISTERED HYBRID CABLE CONNECTION AT CABINET 1 3/4"TAPE 1 3/4"TAPE 1 3/4"SPACE 1 3/4"TAPE ARCHITECT SECOND RING FIRST RING BETWEEN CABLE CODE THIRD RING FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY 7/8" SPACE CODE CODE COLOR CODE CABLE NOTE: 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG, 2 FROM RRU ANTENNA & D I. N END OF COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACEC APPROXIMATELY 2" JUMPER STATE OF WASHINGTON FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH i" SPACE BETWEEN EACH .RING. 1 3/4" TAPE 1 3/4" SPACE 7 3/4"TAPE 1 3/4"TAPE 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE THIRD RING BETWEEN CABLE CODE FIRST RING SECOND RING COLOR CODE"TABLE ABOVE FOR THE RESPECTIVE SECTOR. 7/B" SPACE AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR CABLE }/ COLOR CODE CODE CODE 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE"TABLE ABOVE. RRU & END 5. A 2."GAF SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 1 OF JUMPER FROM ANTENNA SHEET TITLE: 6. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO ANTENNA AND CABLE SPACES. 7. THE 2"COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS DETAILS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2" SPACE. JUMPER CABLE CONNECTION AT RRU AND ANTENNA SHEET NUMBER: REVISION: RF-1 B 22"x34" SCALE: NOT TO SCALE HYBRID CABLE COLOR DETAIL 12 DHD PROD. NO. 2014-063 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. L CTRICAL NOTES ELECTRICAL NOTES (CON'T) 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL 16. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE SITE NUMBER: T.B.D. MODEL NUMBER: TBD ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: TBD STAN CARDS. MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBD Spri 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING ENCLOSURE TYPE: NEMA 3R N to GROUND BOND: TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD to 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF GROUNDING BUSHINGS. BREAKERBREAKE REAKE BREAKER BREAKER POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE AMPq POIF, TU REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE i8. ALL WIRE SHALL BE "TYPE THWN. SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG A 1 4812 CABINET 150 4 ON 1 30 TVSS 2 PHASE WITH 200 AMP RATING. (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. 3 -- -- -- ON 1 -- -- 4 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE 5 -- -- -- ON -- 10 AN 6 REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND 7 -- -- -- ON -- 2G FCI 8 CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY, OR APPROVED EQUAL. 9 SAMSUNG MMES CABINET 100 2 ON -- 20 IGHT i0 Select Site 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT 11 __ -- -- ON -- 20 PARE 12 SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. tz SAMSUN BBU CABINET 15 1 N A -- -- -- 14 SPECIFICATION, A i6 WHEN REQUIRED, THE METER BASE SHOULD BE LOCATED IN A MANNER Acquisition, LLC WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 21. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO 15 BLANK -- -- N -- -- -- AVOID C47ION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS j BLANK __ -- __ __ __ i8 P.O.D 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL REOUIRED19 BLANK -- N/A -- - -- 20 PBoa 1292,Maple Valley, COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. __ __ N/A -- -- -- 22 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 21 LANK B 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON 23 BLANK -- -- N A -- -- -- 24 WA 98038 TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE Office 206-790-4655 EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE INDICATED. BONDED AT ALL JUNCTION BOXES. PULLBOXES,AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCM. 40 PVC CONDUIT UNLESS OTHERWISE PROJECT INFORMATION: INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT 24. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. DOCUMENT ANY AND ALL DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS DT PORT (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. ORANGE WITH DESIGNATION FOR TELCO SERVICE. 25. ALL DISCONNECT SWITCHES AND OTHERCONTROLLING DEVICES SHALL BE PROVIDED 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH AN�ELFS SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) CANIN 'T BE STALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL, 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE 26. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH SE33XC102 PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET STATE. 131 EAST FIRST STREET FOR BREAKER REQUIREMENTS. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION PORT ANGELES' WA 32 CONTRACTOR- MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO PURPOSE. ISSUED DATE: THIS PROJECT SHALL BE 3BOUGHT UP DURING THE BID PERIOD WITH THE 04-22 -14 PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER ISSUED FOR: 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE PRIOR TO ROUGH-IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE BUILDING PERMIT ROUGH-IN. EQUIPMENT (THE DESIGN OF THESEPLANS ARE BASED UPON BEST AVAILABLE 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY REVISIONS AND ROUTING STALL S PER EXISTING FIELD CONDITIONS. VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). REV. DATE DESCRIPTION INITIALS NOTES 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. A O4-DS-14 CD PRELIM DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO D�-D GENERAL CONTRACTOR TO CUB REQUIREMENTS WITH LOCAL POWER COMPANY AND ROUGH-IN. JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED B OC-22-14 CD FINAL DHD NEW NETWORK VISION EQUIPMENT. 22"x34" SCALE: NOT TO SCALE ELECTRICAL NOTES 1 11"07" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHEDULE 2 11"07' SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EXISTING 200A EXISTING 200A GENERATOR 200A METER/DISCONNECT SWITCH RECEPTACLE 1 2 0 TO EXISTING UTILITY POWER M 3 NOT FOR CONSTRUCTION UNLESS LABELED AS SOURCE CONSTRUCTION SET TRANSFER SWITCH & LOAD CENTER 2004 \JJ\ EXISTING EXISTING 7473 MIMES BBu REGISTERED EXISTING SERVICE GROUND J CABINET CABINET ARCHITECT CIRCUIT SCHEDULE n /� 100A NO FROM TO CONFIGURATION o-- � 15A IDH. N 01 SOURCE METER CENTER EXISTING o--e o15A STATE OF WASHINGTON ANSFER SWITCH & EXISTING LOADS (REFER TO mon 0 METER/DSC TRLOAD CENTER EXISTING PANEL SCHEDULE �\ /\ TRANSFER TECH & GENERATOR EXISTING �e LOAD CENTER RECEPTICLE mac^ EXISTING LOADS (REFER TO 4 PANEL SCHEDULE TRANSFER & LOAD MISTING MMBS CABINE (3) #2 AWG, (1) #8 GND IN ® CENTER SUB-PANEL 2" CONDUIT ^^ 5 SHEET TITLE: TRANSFER & LOAD EXISTING SBU CABINET (3) #10 AWG, (1) #10 GND IN o--� OD CENTER SUB-PANEL CONDUIT n ONE LINE DIAGRAM TRANSFER & LOAD (P) 2.5GHz CABINET (3) #10 AWG, (1) #10 GNP IN © CENTER SUB-PANEL 1" CONDUIT SCHEDULES SHEET NUMBER: REVISION: E-11HD PROB. 22"z34"SCALE: NOT TO SCALE SCHEMATIC ONE-LINE DIAGRAM 12 J. 2014-063 11"z 17"SCALE: NOT TO SCALE THE INFORMATION CONTAINCD IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANIUSE OR DISCLOSURE OTHER THAN THAT WINCH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXI6TING STEP Sprint>"pSelect Site Acquisition, LLC SPRINT P.O.Boa 1292,Maple Valley, EQUIPMENT ROOM WA 98038 Office 206-7904655 PROJECT INFORMATION: EXISTING SPRINT � x DT PORT MMBS CABINET EXISTING X ANGELES -X3-13H INTERIOR -X3-)UH EXISTING SPRINT WALL X31LA GABLE ENTRY SE33XCI02 PORT EXISTING ALL EXISTING SPRINT GROUND HALLWAY BASED EQUIPMENT TO REMAIN 131 EAST FIRST STREET EXISTING SPRINT BSU CABINET EXISTING POWER E NO ADDITION SPRINT PORT ANGELES, WA 9832 /TELCO EQUIPMENT INSTALLED AT THIS CONDUIT TIME ISSUED DATE: 04-22-14 ISSUED FOR: PROPOSEDSPRINT �2 BUILDING PERMIT HYBRIFLEX CABLE TO RF-1 NEW 2.5GHz ANTENNAS REVISIONS REV. DATE I DESCRIPTION INITIALS EXISTING SPRINT TELCO CABINET A 04-08-14 CD PRELIM DHD EXISTING SPRINT PPC B 04-22-14 CD FINAL D'HD 22"x34" SCALE: NOT TO SCALE EXI TING ROUTING PLAN I 22"x34" SCALE: NOT TC SCALE PROPOSED ROUTING PLAN 2 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EXISTING STEP-j SPRINT NOT FOR CONSTRUCTION UNLESS LABELED AS - CONSTRUCTION SET EXISTNG SPRINT EQUIPMENT MMBS CABINET ROOM EXISTING SPRINT 7473 REGISTERED CABLE ENTRY PORT ARCHITECT m EXISTING x3-I-jH " INTERIOR WALL X3ljH-X311H ID H. N EXISTING STATE OF WASHINGTON HALLWAY EXISTING PC ER / TELCO CONDUIT EXISTING SPRINT DDU CABINET SHEET TITLE: CONDUIT ROUTING PROPOSED SPRINT 2 SHEET NUMBER: REVISION: HYBRIFLEX CABLE TO RF-1 NEW 2.5GHz ANTENNAS 22"x34" SCALE: NOT TO SCALE 22'x34" SCALE: NOT TO SCALE E-2 DHD PROD. N0. 11"x17•• SCALE: NOT TO SCALE FINAL ROUTING PLAN 3 11"x17' SCALE: NOT TO SCALE NOT USED 2014-063 THE INFORMATION CONTAINED IN THIS SCT OF CONSTRUCTION DOCUMCNHS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTITER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. (E) SPRINT MW DISH GROUNDING NOTES CONNECTED TO (E) ANTENNA GROUNDING BAR (2) TOTAL Sprin t ® E SPRINT ANTENNA GROUND 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER ( ) CONDUCTORS TO GROUNDING EAR. ROUTE CONDUCTORS TO BURIED 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION BAR (1 PER SECTOR, TOTAL GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. OF 3) 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", I WITH METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO I 1" HIGH LETTERS. SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. Select Site ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE POLE USING MFR'S PRACTICES. / MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH �v L y� DIAMETER OR LARGER. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES Acq�l►77t1O11' LLC SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE quii►siti 11 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FIAT GREEN INSULATED WIRE ABOVE GROUND. AGB WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN P.O.Bog 1292,Maple Valley, ANTI-OXIDANT COMPOUND BEFORE MATING. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE- GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED WA 98038 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE BY SPRINT WIRELESS, LLC. REPRESENTATIVE. GROUNDING BAR AND BOLTED ON THE BACK SIDE, INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL Office 206-790-4655 / TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING (P) 2.5GHz PANEL -/ COMPRESSION CONNECTION. STANDARDS. PROJECT INFORMATION: ANTENNAS CONNECTED 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF TO (E) ANTENNA / OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, GROUND BAR DT PORT PROVIDE AS REQUIRED. AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT ---�\ /� MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING / 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING OR RECOMMENDED BY CABLE MANUFACTURER. ��T� L�C �\ AGB 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES 1 V r.E E. WEATHERPROOFING SHALL 6E TYPE AND PART NUMBER AS INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. (P) 2.5GHz RRH'S \ / / SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. CONNECTED TO (E) AGB 0 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE SE33XCIO2 ANTENNA GROUND SUPPLIED AND INSTALLED BY CONTRACTOR. FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS BAR \ / / 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OFA REOUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. 131 EAST FIRST STREET \\ I GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL DETAIN APPROVAL FROM THE TOWER OWNER PRIOR TO PORT ANGELES, WA 9832 MOUNTING THE GROUNDING BAR TO THE TOWER. \ \ 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW 1 MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS ISSUED DATE: TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 04-22-14 LEGE ND 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE ISSUED FOR: OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE ■ EXOTHERMIC CONNECTIONSUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING BUILDING PERMIT ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. REVISIONS O MECHANICAL CONNECTION 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. REV. DATE DESCRIPTION INITIALS 0 COMPRESSION CONNECTION A 04-08-14 CD PRELIM DHD CGE COLLECTOR GROUND BAR B 04-22-14 CD FINAL DHD MGB EXTERNAL GROUND BAR 22"x34 SCALE: 1/2" _ ,'-0' ANTENNA GROUNDING PLAN , 22 x34" SCALE: NOT TO SCALE GROUNDING NOTES 2 "::x17"SCALE: 1 4" = 1'-0" 2' 1' 0" 2' 11"z 17" SCALE: NOT TO SCALE EXISTING STOP J EXISTING STEP bb NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET EXISTING SPRINT EXISTING SPRINT MMES CABINET MMBS CABINET /�\ (P) SPRINT HYBRID CABLE SPRINT SPRINT FROM (E) GROUND BASED EQUIPMENT \ EQUIPMENT EQUIPMENT TO (P) 2.5GHz 7473 EXISTING SPRINT Roots EXISTING SPRINT ROOM REGISTERED CABLE ENTRY = CABLE ENTRY z \ RRH'S — TRIM AND GROUND PORT \ PORT \\ \ TO (E) MASTER GROUND BAR ARCHITECT \ m —� \ \ EXISTING x3� H T_ \ If�TIERIIOR x3T�H x \ \ INTERIOR J_T \ WALL WALL x3„ ��\ \\ � ID H. N \\\ \ `EXISTING PROPOSED SPRINT \ \ EXISTING STATE OF WASHINGTON \ HALLWAY HYBRIFLEX CABLE TO \ \ HALLWAY S—Y \ NEW 2.5GHz ANTENNAS EXISTING SPRINT �� \� \\ EXISTING SPRINT esu CABINET T. \ \ Beu CABINET \ SHEET TITLE: \\ \\ \1 \\ GROUNDING PLAN MSGB MSGB SHEET NUMBER: REVISION: .. 22"x34" SCALE: 1/4- 1.-0..= E UIP. GROUNDING PLAN FINAL -1 DHD PROD. N0. 22 x34" SCALE: ,/4" _ ,'-D EQUIP. GROUNDING PLAN (EXISTING) 3 _ Q (FINAL) 4 i i'x17" SCALE: 1/8" - 1'-0" 4' 3' 2' 1' 0' 4' 11'x17 SCALE: 1/8" - 1' 0" 4' 3' 2' 1' 0' $ 2014-063 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. ANTENNA SECTOR 1 ANTENNA SECTOR 2 ANTENNA SECTOR 3 \1 1900 MHz 1900 MHz SPRINT MHz Sprint , 1 SPRINT SPRI1900 NT ANTENNA ANTENNA ANTENNA (P) 2.s (P) (P) 2.5 GHz cH7 SPRINT SPRINT SPRINT ANTENNA ANTENNA ANTENNA Select Site Acquisition, LLC P.O.Boa 1292,Maple Valley, I I i WA 98038 I I I I a i SPRINT ANTEM/W I Office 206-790-4655 NA PROJECT INFORMATION: J DT PORT G i #10 I i #10 I ^I i #1° ANGELES x I — AWG I AWG w I — ----- AWG i---- i� I ----- --il I r---- I I LIST. CGB O _ _ _ _ _ — CIST. CGB o— _ _ _ _ _ EXIST CGB SE33XCI�2 #10 AWG #10 AWG < o� q10 Awc �? 31 EAST FIRST STREET a 9 N m o m o PORT ANGELES, WA 9832 >w HYBRID CABLE INTERNAL m w = HYERID CABLE INTERNAL i HYBRID CABLE INTERNAL x GRD WIRE TO BE GRD WIRE TO BE GRD WIRE TO BE TRIMMED TO FIT AND TRIMMED TO FIT AND TRIMMED TO FIT AND ATTACHED TO GRD BAR I ATTACHED TO GRD BAR ATTACHED TO GRD BAR I I I ISSUED DATE: 04-22-14 I L— DC FIBER I ISSUED FOR:--- DC 1 FIBER — ---- ---- 1 r -----J --cE) 0 2 AwG ------- I I Dc / FIBER BUILDING PERMIT (E)_fi2 Awc _1E> #2 AwG_ _ REVISIONS LEGEND REV. DATE DESCRIPTION INITIALS ■ EXOTHERMIC CONNECTION A 04-08-14 CD PRELIM DHD I I I I O MECHANICAL CONNECTION B 04-22-14 GD FINAL DHD I I I I o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR EXISTING UPPER TOWER- GROUND BAR I I I MGB EXTERNAL GROUND BAR . GROUNDING NOTES I I 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC, ALL CABLE TO GROUND RODS, GROUND RODS ml ml SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS NEW USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE EXISTING DEI EXISTING w of �I MMES EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS CABINET CABINET = I I CABINET RECOMMENDATIONS AND PROCEDURES, GROUND CONDUCTOR SHALL NEW GPS L------ HYBRID CABLE ANTENNA INTERNAL GRD WIRE HAVE A MINIMUM 24" BENDING RADIUS. TO BE TRIMMED TO I FIT AND 4TTACHE0 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES NOT FOR CONSTRUCTION UNLESS LABELED AS TO GIRD BAR SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH CONSTRUCTION SET #6 AWG WITH I SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR WEATHERPROOFING I SILVERBRITE (ALUMINUM). E 2 AWG _ L------------- 3. ----------- 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE COAX o_0 00 0o ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 7473 REGISTERED 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT ARCHITECT 2 AWG EMMBS GND BAR STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT Ince G EXCEED 5-OHMS. 7 EXISTING LOWER 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT TOWER GROUND BAR REPORT AS FOLLOW: I 1. ONE (1) COPY TO OWNER REPRESENTATIVE ID H. N 2.ONE (1) COPY TD ENGINEER STATE OF WASHINGTON 3.ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO oNEW BBU z CABINET BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 61 U 2 AWG 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. SHEET TITLE: S. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GROUNDING DETAILS GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. c� 2 AWG 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE xl #2 AWG SOLID BARE AS REQUIRED. EXISTING #2 AG EXISTING q2 AG 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL SHEET NUMBER: REVISION: GROUNDS TO EXISTING GROUNDS TO EXISTING GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL HE 1 GROUND RING GROUND RING SOLID BARE. IUB G-2 DHD PROD. N0. 22"x34" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 4 2014-063 11"x17' SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. t + NOTES: a1DONOT IIJSTALL CABLE GROUND KIT ATA BENG AND ALWAYS }1.-2—' TO—24"� INSPECTION1DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. ANTENNA CABLE � WINDOW Sprint'REQUIRED FOR BUTT CONDUCTOR 2. WEATHER PROOFING SHALL D ANDREWS. E MA & PART NUMBER ALL INTERIOR INSULATION UP AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.; — — EXTERNAL TWO_HOE AGAINST THE RRU TO ANTENNAS TOOTHEAD CONNECTORS CONNECTOR WEATHERPROOFING KIT 2 1/2'0 MAX. 3/B"mxt 1/4" BARREL 1/a" Mw (SEE NOTE 3) I" MIN TOTAL OF 6 LINES PER CABLE GROUND KIT S/S NUT SECTOR IF THE SITE S/S LOCK HAS BOTH 800 & 1900 #6 AWG STRANDED COPPER GROUND WASHER • WIRE (GROUNDED TO GROUND BAR) S/S FLAT Select Site WEATHERPROOFING (SEE NOTE 1 & 2) WASHER KIT (TYP.) - _"" E-1 Acquisition, LLC STANDARD GROUND CONNECTION OF CABLE GROUND KIT TO ---- - -- CONNECTORATO KIT (TYP.) (SEE ANTENNA CABLE CLEAR HEAT DET/3 E-5) SHRINK P.O.Boa 1292,Maple Valley, WE TINNED COPPER oisco�rvcc CLEAR p p KIT (TY?.) ANTENNA CABLE NOTES: H_AT WA 90030 SEE NOTE 2TO SHELTER (TYP.) GROUNDING BAR 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS S/S FLAT WASHER SHRINK ANTENNA GROUND DIRECT GROUND WIRE DOWN TO GROUND BAR. Office 206-790-4655 #6 AWG BAR, SIMILAR TO S/S BOLT (1 OF 2) CONK16-057. MOUNT 2.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH "DO NOT PROJECT INFORMATION: VERIGROUND BAR NEAR TWO-HOLE LUG. GROUND BARIS TOP OF MONOPOLE, DISCONNECT" TAG GROUNDED TO THE TOWER OR WAVEGUIDE 3.WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING ON ALL GROUND DT PORT TOWER OR RING LADDER. TAPE KIT, COLD SHRINK SHALL NOT BE USED. BAR INTERCONNECTS AND EQUALIZERS ANGaB SE33XC102 22"x34" SCALE: NOT TO SCALE NOT USED ??"x134" SCALE: NOT TO SCALE E 7" SCALE: NOT TO SCALE COAX TO ANTENNA GROUND 2 11"x17" SCALE: NOT TO SCALE CABLE GROUNDING 3 ??"x37" SCALE: NOT TO SCALE TWO HOLE LUG 4 SCALE: NOT T SCALE 131 EAST FIRST STREET 22"x34" SCAL: NOT TO SCALE IINT7" SCALE: NOT TO SCALE PORT ANGELES, WA 9832 *PROVIDE NO-OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE #2 TINNED GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR WITH GREEN, 600V, THHN/THWN MOUNTING PIPE INSULATION. SIZE AS SPECIFIED *CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. ISSUED DATE: 04-22-14 HYBRID CABLE ISSUED FOR: GROUND BAR ON GROUND LEAD ANTENNA TOWER BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-08-14 CD PRELIM DHD TYPE SS TYPE TA TYPE GT TYPE GR O O OO O O O O O B 04-22-14 CD FINAL DHD TYPE VB EXISTING 4"x12"xt/4"THK., O 0 0- O O O O 0 TINNED GROUND BAR & CONNECTIONS. O O O 0 0 0 0 O O O O O O O O 1 TWO-HOLE LUG, BOLTED T GROUND BAR USING 3/8"-76 x 1 1/4"STAINLESS SIEEL HEX HEAD TYPE HE TYPE HA TYPE VS TYPE GL LUG TYPE PG BOLTS AND HARDWARE. 22"x34"SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 6 22"x34" SCALE: NOT TO SCALE SECTOR GRR OUND BACONNECTIONS 8 11"x17'SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NOT FOR CONSTRUCTION UNLESS LABELED AS NOTE: CONSTRUCTION SET STRANDED CU WIRE WITH GREEN, 'PROVIDE NO—OX GREASE AT CONTACT L8 HOUSING #6 AWG GREEN STRANDED CU 600V, THHN/THWN INSULATION. SURFACE BETWEEN LUG AND GROUND BAR FOR GROUNDING CONDUCTOR FROM SIZE AS SPECIFIED ELECTRIC RRU UNIT TO #2 AWG GROUNDING CONDUIT 2" PORT CONDUCTOR / 7473 2" LIQUID ° NEW NEW W/ REGE CT ISTERED ° 2'� LIQUID TIGHT BATTERY ADAPTOR GROUND BAR ON WALL, —GROUND LEADS TO EACH CONDUIT T COUPLING THIN WALL C-TAP W/PINK DYE MM TIGHT ARCHITECT FOR HYBRID CABINE CABINET INDEX (SEE NOTES) FLOOR OR ON ANTENNA SECTOR GROUND BAR COAX CABLE CABLES #88711 ° TOWER GROUND LEADS #8436 ° 2" RGS CONNECTIO A/C 2" LIQUID To CONDUIT TIGHT GROUND BAR IN ID H. N COUPLING CABINET - O 0-0 O O O O O O O O O O O O O 0;00 O EXISTING GROUND BAR 88711 �O O OO OO D 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 coNNEcnoNs STATE OF WASHINGTON 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2" LIQUID TIGHT 2" RGS couPUNc #88711 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONDUIT 2" RGS DC AIC #2 AWG STRANDED CU CONDUIT D 2" LIQUID GROUNDING CONDUCTOR NEW MMBS TIGHT #8435 TWO-HOLE LUG, BOLTED TO SHEET TITLE: CABINET #2 GREEN GROUND BAR USING 3/8"-16 x 1 GROUNDING DETAILS NOTE: 0LTST AND E HARDWARE. SS STEEL HEX HEAD 1 CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO EXISTING GROUND ENSURE WEATHER PROOF CONNECTION. RING MEXOTHERMIC WELD WITH #2 AWG SOLID TINNED " GROUND BARS AT BOTTOM BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, #2 TINNED BCW RINGJ OF TOWERS OR MONOPOLES 60OV, THHN/THWN INSULATION TO ANTENNA SHEET NUMBER: REVISION: GB EXOTHERMIC WELD SHALL USE EXOTHERMIC STRUCTURE, BUILDING, RING GROUND OR PGB EQUPMENT DETAIL 12 B CONNECIION. DIAGRAMMATIC LAYOUT ONLY. MAY VARY. -3 22"x34" SCALE: NOT TO SCALE CABINET-GROUND SCHEMATIC / 121"x37" SCALE: NNO TO SCALE OT TO SCALE C-TAP CONNECTION 10 �21 x34" SCALE: NOT TO SCALE TOWER MASTER GROUND BAR.CONNECTIONS 12GDHD PROD. N0. 11"x17" SCALE NOT TO SCALE "x77" SCALE: NOT TO SCALE 2014-063 THE INFORMATION CONTAINED IN THIS SEI OF CONSTRUCTION DOCUMENTS IS PROPRIETARY SY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. 4 Y ENGINEERING S tint SE33XC102 DT Port Angeles Rooftop Site Structural Analysis Report 131 E. First St. Port Angeles, WA 98362 CG Project No.: 14052.524 G- G4C WAS U 250 4th Ave.South sSJONAL ' Suite 200 Edmonds,WA 98020 0510,5174 Phone:425.778.8500 Fax:425.778.5536 s , Select Site Acquisition,LLC SE33XC102— DT Port Angeles CG Project No.14052.524 j May 8,2014 TABLE OF CONTENTS i SECTION TITLE/DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-6 LATERAL LOAD CALCULATIONS 7-9 APPURTENANCE& MAIN STRUCTURE ANALYSIS 10-17 i I APPURTENANCE MOUNT DETAIL SS-1 ARCHITECTURAL DRAWINGS(EXCERPT) Al-A4 PREVIOUS UPGRADE STRUCTURAL CALCULATIONS(EXCERPT) A5-A10 • I I I i i I I I i C 250 4`h Ave.South,Suite 200 0 Edmonds,WA 98020 ENGINEERING i i i Select Site Acquisition,LLC SE33XC102— DT Port Angeles CG Project No.14052.524 May 8,2014 I INTRODUCTION CG Engineering was retained by Select Site Acquisition, LLC to provide structural analysis of the existing structure for the site modifications proposed by Sprint per the Scope of Work,and in accordance with the 2012 International Building Code as amended by the local jurisdiction. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed Sprint 2.5 equipment deployment. Where applicable,this includes the antenna and equipment support structure and affected portions of the existing main structure. Our analysis assumes that the as-built condition of the structure matches the original permitted design documentation that was provided to us. SITE DESCRIPTION The existing structure is a 58'tall building with a 19'tall concrete penthouse that extends the overall height to approximately 67'. The existing antennas are mounted to new steel pipe mounts which are anchored to the exterior face of the penthouse. i Select Site Acquisition, LLC provided us with structural calculations for a previous antenna upgrade by Integrated Design Engineers dated 05/20/2013. Architectural plans were also provided for the proposed revisions. All geometry, member sizes,and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents,CG Engineering should be notified to revise our analysis. I I APPURTENANCE CONFIGURATION - I The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us by Select Site Acquisition, LLC. The appurtenance specifications have been included for reference. If the antenna or mount requirements are different than those stated,CG Engineering should be notified to revise our analysis. Existing Appurtenance Proposed Appurtenance Mount Type Sector Configuration Configuration(Bold=New) yp Panel Antenna (1)Model No.ET-X-WM-18-65-8P Panel Antenna (1)Model No.ADFD1820-33B-A2M A (1)Model No.ADFD1820-33B-A2M RRU's Mount antennas&RRU's RRU's (1)Model No.RRH-V3 to new pipe mounts (1)Model No.RRH-P4 (1)Model No.RRH-P4 RF Filter (1)Model No.8TSR-2.SG Panel Antenna Panel Antenna (1)Model No.ET-X-WM-18-6S-8P (1)Model No.APXVRRI3-C-A20 (1)Model No.APXVRRI3-C-A20 Microwave Dish Microwave Dish Mount antennas,RRU's& B (1)Model No.VHLP2-18 (1)Model No.VHLP2-18 filter to new pipe mounts RRU's RRU's (1)Model No.RRH-P4 (1)Model No.RRH-V3 (1)Model No.RRH-P4 i i 250 4th Ave.South,Suite 200 �0 Edmonds,WA 98020 ENGINEERING 1 Select Site Acquisition,LLC SE33XC102— DT Port Angeles CG Project No.14052.524 May 8,2014 Panel Antenna (1)Model No.ET-X-WM-18-65-8P Panel Antenna (1)Model No.APXVRRI3-C-A20 (1)Model No.APXVRRI3-C-A20 Microwave Dish G Microwave Dish (1)Model No.VHLP2-18 Mount antennas,RRU's& (1)Model No.VHLP2-18 RRU's filter to new pipe mounts RRU's (1)Model No.RRH-V3 (1)Model No.RRH-P4 (1)Model No.RRH-P4 RF Filter (1)Model No.8T811-2.56 The coax cables that serve the antennas weigh less than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. i ANALYSIS CRITERIA j The parameters in the following table were used in our analysis of the structure based on its location. i City of Port Angeles,WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice(3-s Gust): 126 mph Occupancy Category: II Sds: 1.035 Exposure: D Kzt(ASCE 7-10)': 1.0 Sd1: 0.625 Notes: 1.Refer to the attached topographic profile(s)used to determine the topographic factor. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally,the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed Sprint installation as described above in the appurtenance configuration table. O Appurtenance Anchorage: The appurtenances shall mount to new 3"standard pipes per detail SS-1. Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. I CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data,and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the structure has been properly installed and is maintained i to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. 250 4th Ave.South Suite 200 o Edmonds,WA 98020 ENGINEERING 2 y y � r � ��i • Aerial Site Photo ,. SE33XCIO2-DT Port Angeles 14052. �� 4/30/2014 Design Maps Summary Report ONUM Design Maps Summary Report User-Specified Input Report Title SE33XC102 - DT Port Angeles Wed April 30, 2014 19:23:39 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.118610N, 123.43185°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi 5000m ' FRESHWATER BA Y ePcrt Ms O 101 Port Angeles -- EYbt - - NORTHAIM , AMERICA `1 mauestT - h ®20141 s. ®MapQuest USGS-Provided Output Ss = 1.552 g Sn,s = 1.552 g Sps = 1.035 g S1 = 0.625 g SF11 = 0.938 g SD1 = 0.625g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE,t Response Spectrum Design Response Spectrum 1.76 1.60 1.10 1.44 0.99 1.28 0.99 1.12 0.77 RT 0.96 0� 0.66 M 0.90 0.55 FA 0.64 0.44 0.49 0.33 0.32 0.22 0.16 0.11 0.00F. 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, Q as to the accuracy of the data contained therein, This tool is not a substitute for technical subject-matter http://ehp4-earthq uake.cr.usg s.g ovddesig nmaps/us/summary.php?template=mi ni mal&I ati tude=48.118611&long itude=-123.431853&s iteclass=3&riskcateg ory=0&... 1/2 b o • Topo North America TM 10 , I I , , , , , , , Port Ediz_ook AAn9.ele9 LASS t i i � v Port Ange%c Harbor as°7.117' W123*25.911' Q' i'amchild W 187' a i I�iz_, �JO �yrc�e Uncork W UPI L_ BT: � 101 hs ) o "♦ 117 f T Mount Pleasant " P* RIDSFN. 101 Port-Angeles-Easf 101 ,>' 8[VD -L3 I , 1 i2� r r a -- w e. NI- 294.9 f 294.9ft 1,0 -" �oWl✓ �u�� OF �ij� 200 ft �XQ 2 0(h) `I 6 O l S ITG l� S.va 100 ft Oft -100 ft 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 294.8 ft Avg Grade: 3 Climb Elev: 477.2 ft Desc Elev: 182.4 ft Max.Elev: 294.9 ft Min.Elev: -0.2 ft Climb Dist: 2.0 mi Desc Dist: 4,477.1 ft Data use subject to license. TN Scale 1:62,500 ©DeLorme.Topo North America TM 10. MN 11eb'E u F' x www.delorme.com 1"=5,208.3 ft Data Zoom 11-6 E= Topo North America TM 10 ; ; ; ; 1 1 Port ; Ediz 1=nok Amt s ; �,.-•� -- i r"�C7 Cl -1 /yam^•� - Pory Apgelrs Harbor 0 48'7.117' -� V123°25.911' Wi am.R W 18TH_- child a OyE�e Lincolnfark - ��fJ uRIDSFW h _� ra _ .t l i y 101 1 117 F T Mount easant j 1 n VP rk -OSFN 101 Port-Angeles East 101 r' BCVo '.. \ 30 1 G2� `• "vv- y G reek _ o OC r. prlVtI z r, 1 Ih - �w Fl�l 525.9 ft _ I- c 450 ft 10 (�� YIu�T O �q I �/ 300 ft �� so� 1 51W 150 ft Oft -150 ft 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 525.9 ft Avg Grade: 2 Climb Elev: 577.9 ft Desc Elev: 52.0 ft Max.Elev: 525.9 ft Min. Elev: -0.2 ft Climb Dist: 2.2 mi Desc Dist: 1,301.9 ft Data use subject to license. TN Scale 1:62,500 ®DeLorme.Topo North AmericarM 10. rwlrc.c•e1 o www.delorme.com 1"=5,208.3 ft Data Zoom 11-6 b i I Seismic Design 2012 IBC ASCE 7-10 j Risk Category Type II Table 1604.5 Table 1.5-1 Seismic Importance Factor IE= 1.00 Table 1.5-2 Site Class S.C.= D (Assumed) Section 1613.3.2 Table 20.3-1 0.2s Spectral Response Ss= 1.552 Figure 1613.3.1(1-6) Figure 22-1 1.0s Spectral Response S1= 0.625 Figure 1613.3.1(1-6) Figure 22-2 (Source:http://geohazards.usgs.gov/designmaps/us/application.php) Site Coefficient(short period) FB 1 Table 1613.3.3(1) Table 11.4-1 Site Coefficient(1.0 second) F,= 1.5 Table 1613.3.3(2) Table 11.4-2 SMs=Fa*S: SMs= 1.552 Section 1613.3.3 Section 11.4.3 SM1=F„*S1 SM1= 0.9375 Section 1613.3.3 Section 11.4.3 SDs=2/3*SMs SDs= 1.035 Section 1613.3.4 Section 11.4.4 SDI=2/3*SMI SDl= 0.625 Section 1613.3.4 Section 11.4.4 Seismic Design Category SDC= D Table 1613.3.3(1-2) Section 11.6 i Lateral Resisting System Concrete Shear Walls Response Modification Coeff. R= 4.00 Table 12.2-1 System Overstrength Factor Qo= 2.5 Table 12.2-1 Deflection Amplification Factor Cd= 4.0 Table 12.2-1 i Horizontal Irregularities --- NA Table 12.3-1 Vertical Irregularities --- NA Table 12.3-2 Analysis Procedure --- ELF Table 12.6-1 Equivalent Lateral Force Design Section 12.8 j Structure Type for Period All Other Structural Systems Table 12.8-2 Building Period Coefficient Ct= 0.02 Table 12.8-2 Building Period Coefficient x= 0.75 Table 12.8-2 Building Height hr, 16 j Building Period,TB=Cth„" Ta 0.160 Section 12.8.2.1 j C,=SDs/(R/IE) Cs= 0.259 Eqn.12.8-2 Max CS SDI/(T*R/IE) Max Cs= 0.977 Eqn.12.8-3 Min.C.,0.044*SDs*IE Min.Cs= 0.046 Eqn.12.8-5 Min.Cs=O.S*Sl/(R/IE),SDC E&F Min.Cs= N.A. Eqn.12.8-6 Seismic Response Coeff.,Cs Cs= 0.259 Section 12.8.1.1 i i Description BY ENGR Date 5/6/2014 Checked ate ENGINEERING Seismic Summary Seale Sheet No. 250 4th Ave SouthJob No. S Suite 200 98020 Project Edmonds,WA SE33XC102-DT Port Angeles 14052.524 I ' • i i Seismic Load Calculation for Components and System i (Reference: IBC 2012 Section 1613&ASCE 7-10 Section 13.3) Seismic Force: 0.2s Spectral Response Acceleration,Site Class B,S, = 1.552 (ASCE 7,Figure 22-1 thru 22-6) US Spectral Response Acceleration,Site Class B,St = 0.625 (ASCE 7,Figure 22-1 thru 22-6) Site Class = D (ASCE 7,Section 11.4.2) Seismic Design Category D (ASCE 7,Tables 11.6-1&11.6-2) Site Coefficient per S,&Site Class,F. = 1.00 (ASCE 7,Table 11.4-1) Site Coefficient per Sl&Site Class,F, = 1.50 (ASCE 7,Table 11.4-2) SMs=F.S, = 1.552 (ASCE 7,Section 11.4.3) i SMI=F•SI = 0.938 (ASCE 7,Section 11.4.3) SDs=2/3 SMs = 1.035 (ASCE 7,Section 11.4.4) SDI=2/3 SMI = 0.625 (ASCE 7,Section 11.4.4) I (Per ASCE 7-10,13.3) Component Amplification Factor,ap = 1.0 (ASCE 7,Table 13.6-1) Component Response Modification Factor,Rp = Z.5 (ASCE 7,Table 13.6-1) Component Importance Factor,Ip = 1.0 (ASCE 7,Table 1.5-2) Component Operating Weight,Wp = Wp (lb) Height in structure at lowest point of attachment of component,zI = 61.1 (ft) Height in structure at highest point of attachment of component,zz = 66.9 N Average Roof Height of Structure,h = 58.33 (ft) I 0.4apSosWp Seismic design force,Fp = (1+2z/h) Rp/Ip (Eq.13.3-1) i Max.seismic design force,Fpm,,, = 1.6SosipWp (Eq.13.3-2) i Min.seismic design force,Fp,^,^ 0.3SoslpWp (Eq.13.3-3) Seismic design force at lowest point,FpI = 0.512 Wp Fp(AVG)= 0.529 Seismic design force at highest point,Fpz = 0.545 Wp Min.seismic design force,Fp,,, = 0.310 Wp Max.seismic design force,Fp,,,,,, = 1.655 Wp I I i Seismic design force,Fp(ASD) = 0.378 Wp �s Dnu pUon BY Daly d®O SDT 4/30/2014 Appurtenance ENGINEERING aI�a D.I. Seismic Loads For Components&Systems ProleR Iial� SbM No. '• N.T.S. 250 4th Ave.South SE33XC102-DT Port Angeles Suite 200 lobW Edmonds,WA 98020 14052.524 i Wind Load Calculation for Other Structures (Reference: 2012 IBC Section 1609&ASCE 7-10 Chapter 29) I Wind Velocity Pressure: Average Roof Height of Building,In(ft) = 58.33 (Per Architectural Drawings) Height of Other Structure,z(ft) = 66.9 (Per Architectural Drawings) Basic Wind Speed,V3i(mph) = 126 (ASCE Figure 26.5-1) Exposure Category = D (ASCE Section 26.7.3) Risk Category = 11 (IBC Table 1.5-1) Velocity Pressure Coefficient,Kh = 1.30 (ASCE Section 29.3.1&Table 29.3-1) Topographic Factor,K,, = 1.00 (ASCE Section 26.8.2&Figure 26.8-1) Wind Directionality Factor,Ra = 0.90 (ASCE Section 26.6&Table 26.6-1) i Velocity Pressure,qh(psf) = 0.00256KhKztKdVA2 (ASCE Eq.29.3-1) qh= 47.67 psf i Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient,(GCr) = 1.9 (ASCE Section 29.5.1) Vert Gust Effect/Force Coefficient,(GCr) = 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind,A,or Ar(ft) = A,or A, (Projected Wind Area) ! i Design Lateral Wind Load,F(lbs) = gh(GCr)Af& (ASCE Eq.29.5-2&29.5-3) qh(GCr)Ar LRFD Horiz Force,Fh= 90.6 psf x A, Vert Force,Fv= 71.5 psf x Ar Horiz Force,Fh= 54.3 psf x A, ASD Vert Force,Fv= 42.9 psf x Ar K,or Kh(ASCE Table 29.3-1) Height Exposure B Exposure C Exposure D 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 SO 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 Dex'WP By one Appurtenance SDT 5/8/2014 Che<IM one i Wind Loads For Components and Systems ENGINEEiF21NG P,o�M Srale Shell No. SE33XC102-DT Port Angeles N.T.S. Suite 200 ios xo. Edmonds,WA 98020 14052524 I � s � i �i1/1'E�/NI�1 �9N/1L`�SrS -- t✓�ntD 7,CrA I-�;•- is (6.5=1� 1.4p� �:, �S`i•3;s� � �Ir� �IV 6 I n/A Ay Ot �L = /SS 's i ; W"NA fov)�aS I Description 8y (� Das �v 1 L/ 'IA- -AAJAl-`9lS Checked Dat ENGONEERING Scale Sheet No. 250 4th Ave.South Al S Suite 200 ProjectJob No. Edmonds,WA 98020 C r=Lp.�jt, I>T �Z�i yI��CL�S I 425.778.8500 2-Y www.cgengineering.com t a I �v W..� �s�.� tnbl� �.68 <1� ° 36.9 Pl•F- ' l « r7:,° 3�) A C �r,�d1F�7lrnl 3� l 0.6L1L 0 lewl lc 8otwT Is Ay tWA) U5 orr= f4 •JA]bLi✓ fiJ�LC. ylgl,�N,� Description By Dat Checked Dat ENGONEERONG V TC N A ANALI S, S ScaleSheet No. 250 4th Ave.South /V rl 5 Suite 200 Project _ Job No. I Edmonds,WA 98020 D2 425.778.8500 2 www.cgengineering.com Title Block Line 1 Project Title: You can changes this area Engineer: Project ID: using the"Settings'menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 Printed;8 MAY 2014,9:12AM Steel Beam 14 Wireless Projects114052 Select Site Acquisition1524 SE33XC102 DT Port AngelesTrigineeringlport angeles.ec6 ENERCALC,INC.1983-2014,8uild:6.14.1.26,Ver:6.14.1.26 KW-06005165 Licensee:CG ENGINEERING :, Description: Std.Pipe Mount CODE REFERENCES Calculations per AISC 360-10, IBC 2012,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination IBC 2012 W 0 0204 wi i i i i W O 020• W10.0204 WIT",s W 0.0157 0.0157 W 0.0157 SII Span=0. Span=4 01t Sp•n-4.0 0 Pipe3 Std Rp"3 Std Pipe3 Sld Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: W=0.01570 k/ft, Tributary Width=1.0 ft,(PIPE) Uniform Load: W=0.02040 k/ft, Tributary Width=1.0 ft,(Antenna) Load for Span Number 2 Uniform Load: W=0.01570 k/ft, Tributary Width=1.0 ft,(PIPE) Uniform Load: W=0.02040 k/ft,Extent=0.0->>4.0 ft, Tributary Width=1.0 ft,(Antenna) Load for Span Number 3 Uniform Load: W=0.01570 k/ft, Tributary Width=1.0 ft,(PIPE) Uniform Load: W=0.04290 k/ft,Extent=1.50--»3.0 It, Tributary Width=1.0 It,(RRU) Uniform Load: W=0.03690 klft,Extent=3.0->4.0 It, Tributary Width=1.0 ft,(Filter) Uniform Load: W=0.02040 k/ft,Extent=0.0->>1.50 ft, Tributary Width=1.0 It,(Antenna) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.107: 1 Maximum Shear Stress Ratio= 0.014 : 1 Section used for this span Pipe3 Std Section used for this span Pipe3 Std Ma:Applied 0.422 k-ft Va:Applied 0.1947 k Mn/Omega:Allowable 3.934 k-ft Vn/Omega:Allowable 13.452 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 4.000ft Location of maximum on span 4.000 ft Span#where maximum occurs Span#2 Span#where maximum occurs Span#2 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.075 in Ratio= 1279 Max Upward Total Deflection -0.007 in Ratio= 7022 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'"Dell Location in Span Load Combination Max.'+"Dell Location in Span W Only 1 0.0020 0.000 0.0000 0.000 2 0.0000 0.000 W Only -0.0068 2.430 W Only 3 0.0751 4.000 0.0000 2.430 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum -0.014 0.371 Overall MINimum -0.014 0.371 W Only -0.014 0.371 r www.hilti.us Profis Anchor 2.4.6 Company: Page: 1 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 5/8/2014 E-Mail: Specifier's comments: 1 Input data �P;il`3Ail�aMlit4 Anchor type and diameter. Kwik Bolt 7Z-CS 5/8(3 1/8) Effective embedment depth: het=3.125 in.,hnom=3.563 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318/AC193 Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in. Anchor plate: Ix x ly x t=3.000 in.x 24.000 in.x 0.250 in.;(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fo=2500 psi;h=8.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[lb,in.lb] Z r fV t . O a Go 0 ' a t - 7~ -01$ ry � 4 \ X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)20032009 H!lti AG,FL-9494 Schaan H!ltl Is a registered Trademark of HIM AG,Schaan I Profis Anchor 2.4.6 www.htlti.us � Company: Page: 2 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 5/8/2014 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[Ib] Utilization ' Loading Proof Load Capacity PN/fsv[%] Status Tension Steel Strength 10 12877 1/_ OK Shear Concrete edge failure in direction y- 327 3563 _/10 OK i Loadingv Utilization v[%] Status Combined tension an ear loads 0.0 4 0.62 5/3 2 O 3 Warnings I • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks;Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilli's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carded out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be j put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or i suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website_ Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. I i I I I i I Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)20032009 HIM AG,FL-9494 Schwan Hill Is a registered Trademark of HIM AG,Schwan a PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. rr�y- 1 4 ANG414-24F WALL MOUNT ANGLE 24 In 13.07 52.26 2 2 X-US1358 1/2"X 3-5/8"x 5-1/2"X 3"U-BOLT(HDG.) 0.77 1.54 3 4 G58112 5/8"x 1-1/2"HDG BOLT 1 1/2 In 0.25 0.99 4 4 G58FW 5/8"HDG USS FLATWASHER 0.07 0.28 5 4 G58LW 5/8"HDG LOCKWASHER 0.03 0.10 6 4 G58NUT 5/8"HDG HEAVY 2H HEX NUT 0.13 0.52 7 4 G12PN 1/2"HDG USS RATWASHER 0.03 0.14 8 4 G12LW 1/2"HOG LOCKWASHER 0.01 0.06 9 4 G12NUT 1/2"HDG HEAVY 2H HEX NUT 0.07 0.29 ® TOTAL WT.# 56.18 I 6 9 I I 1 5 4 8 3 7 f ^i I �-- - �� 2 1 ° O o o ° 3-1/P O.D.ANTENNA I MOUNTING PIPE (ORDERED SEPARATELY) I 24" � ® I I I I I 23 1/2" I I I I ! o ® o 0 0 � 4" I 4" J 21" TOLERANCE NOTE DESCRIPTION Loeouona: Naw York NY TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: 3-112"ANGLE D^ E,gineoring Att-W,GA SAWED,SHEARED AND GAS CUT EDGES(30.030' WALL MOUNT pw SupportTeam: Les Angeles.OA DRILLED AND GAS CUT HOLES(30.050-)-NOCONING OF HOLES KIT 1-888.753.7446 s�e RIN LASER CUTEDGES AND HOLES(10.010-)-NO CONING OF HOLES A p�� w Oepea,Tx SMOS ARE 3112 DEGREE-ALLOTHER MACHINING(10.030-) ALL OTHER ASSEMBLY(10.060-) GRAM BY CPO NO. DRAWING USAGE PART NO. WMA312 CEK 1MO12012 CUSTOMER a PROPRIETARY NOTE O s VALNK AU=WR AMOCNNfA1NS ATRA ORJAYtl10AREPROPItl�A�•06OR111GiW10F ENG.APPROVAL CNECKEO BY DWO.NO. Tm °"'ao"T'"rwoo""°aaa"Y""M�acx""Tmg°"omewwls'Rr"a^ BMC 1/10/2012 1A1MA312 C�') P�NTRlvvsc rs �oNL/L.�iC` �PPQ��v r-6117 PPA/7-- /5' x /S Agr,4' 7.7 �JSt NPS np. 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'ZTAKE STEPS to c.cr,4r� }. .... t a o /�vFeFi-I.V6- P�toIL To + �.K ..;I• i ) � i I foN51"c7-lonJ•`Ac A/eT P&�— AlQ •- ' iNto cs> $� ... AT1`-44 P PIP- Pct S 111 , 1 I i { J.. i. E Date Description By �n�eh U Dunt Secfi is :�M K Checked Date ENGINEERING Seale NT� Sheet No. ! 250 4th Ave.South SS Project Joh No. i Suite 200 Edmonds,WA 98020 S�z,3 4 o y I THIS IS AN EXI5RNG SPRINT"HESS TELECOMMUNICATION FACQ•RY EQUIPMENT UPGRADE Gu raR rRmorRPolurrD � • 2.5 GHZ UPDATE Sprl nt DT POD F A1��ELES Ya mr@LL1C PRRaSs Select Site Know whafs below. Acquisition,LLC Call before you dig. SE33 XCI O2 P.O.Box W2,Maple vau(Ey, ® N>nNWA9M8 131 EAST FIRST STREET Office 20&790405 PORT ANGELES, WA 98362 PROJECT INFORMATION: CLALLAM COUNTY DT PORT Spri n LATITUDE: 48.118611 / 48• 07' 6.999" (2C) ANGELES LONGITUDE: —123.431853 / —123' 25' 54.669" (2C) ROOFTOP 131 13, HIST FIRST STREET SEATTLE MARKET PORT ANGELES.INA 9532 WA CODE COMPLIANCE AREA MAP SHEET INDEX PROJECT DIRECTORY SHEET DESCRIPnON ISSUED DATE 4E eDRP AM)wTpWA 4rYrL BE PFRORYm Am MSiYEm ARCHITECT, 04-08-14 a amomYrm Rml TXE aaMrr mmaa a M mr]ons \"F, '-' '�9cET ISSUED FOR: mom As ioorrm n na weu mroamle Aunpmts ^e• Y-+ RORR.0 ralm do aM]41m'II.a[Ftte YmYa N lNp[arms a met eaaracrm m voMr �, x-x wlmk,� +aEx zia1N GE t< BUILDING PERMIT REMSI wA sazr woes«m mNRMD6 m lx6[mDm: srle PrNI w ra�n.xxo H Row mrE+eC.SaXOMDE Ma�WENAIEIRS-YYC 51-1R _..�.nrr:..v �`_� hS FMMCm Ww FQYC.m-sM-nv2 PCV MlF OmRXPIIRH mxwc,soxowm arm,urdwmns-�xc s+-sz :���` oPR:ae.laMron.enm m+z Iz,fuewos Ym uRaramns-rue n-x '� A4 F14lrlam[MEPIIXI FIarD A 4-OB-+4 CD PRELIM DND m+z IFC.aorlouos Ym Mmowm-n.e e+-DA ar-az '� ri •`�< \�� A-s orrmcR samum B 4-05-14 CD FINAL DHD AECFSSIRLIIY REQUIREMENTS: �`S� i' ��„� fPRIR mPPOMIpY IMIIrY a mlS+Ra YD WAYr�YTD YR M W WY �' ti �/ A-R [mMdr RRYS CRXIKh RkNr lat wMSmGr-MMMGIEm ECR6E PWYPNINIS Ya NRr I u�� me-.i>CD10 P[mI®M MmPGr4 Xrrr lNE 2RRP aC RemFIR CWE RI-1 M2Mw Y GMS MDx mauR RETYIS E-1 SaIEM1C RIE-LYC RIrRMIi t PMMW PYRL aREDR1S 91[/4RIIaRW.LLC 4y `'�� • E-E lCIRMM mw)Mr RDIRINR ,R.m 1mE a-r sRMIMrc umuxonrc elArl YN{AY.M emu MT Miearl f:-E maMeING Pam.MaraY aE!-]06-ASl PROJECT DESCRIPTION VICINITY MAP o-] aausaRo oEmu snort mnaYrtYY sFPar P.DPmm ro Ymnr na QmraR u.PMaD rateowwnGalaa `"-*_ eosoer:]M mer+sele rMcnY m: FHDND me-a NmE Y NO EDD-DII-RPoS R - IYsrau(>)nMPoseo u Gra PMa ARRMMa(+.m seeroq -- • Ra1aLL(a) PPPaPRRPPoRsSmc[DD EPaoa.m mWNRAPMPMRx'mA(R+rLl F1EOaDIIYAsRRmYEUnmHMQ Ra t+rm smmq ' rL,7 \N.irME(£a cEmn f G”^E Wri[. Nar FOR cD SON LIELED AS PROJECT SUMMARY CONSTRUCTION (+ m!Fm) APPLrANT, a Sf . wwm aeo-anaAm • u�R)MrOMS[D M1RD GMS YSMR QSrMR mw RWIE (t) Q PA e0e 1mYLllalllDlC LLC dl R1Ytf Ri SPRINT EMYL DMlMYEYIRCD.CWAHYAN 7473 REGISTERED . - ; t^)•. mwrAn:Aarol A9oR AR CT F PYDIa:mE-xo-.e» nwcr mwo oAlcr �•' a 1 n^�,�r PROPERTY INFORMATION: +-� _ _..._T � �: PnpPWry RYwOt ewK fLa rODCE-a� __.,a+- ' -•..� ARDPms: I]I El4r rRST n r'RRL MfAG,wA M]El rIWC SIGNATURE BLOCK DRIVING DIRECTIONS r R: DRYYA wsEe. 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REMSION: AY.YYim loin tm RIRR T A T-1 Mm MaE Yn nY mpwmY RR4rMm N MS sa or mlarPllRll]II DRaamrls a rPwleErYN m roma YR lac RP OaaR]uR OOG 1rrN mr Man Imilm m NAEA ullm aEem a snPmY�. I� EXISTING SPRINT MW DISH-TOTAL OF 2) _ ` I Sprint° STING S01W •�Q SECT ANTE NC W/19 OHMZ 2 O(I ANTENNA QUAD _•,pR�, SECTORA--NTOTAL OF 3)R�(A PER RRU("OPER SECTOR- � 1� Select Site TOTAL EF 3j Acquisition,LLC EE P.O.Bo:1292,Maple Valley, U sEcr (v)SPRINT x.scl+z PANEL /� WA 98D38 r EXISTING ANTENNA MOUNTD ON(E/P)I a \ OIDEl206-79IFIGSS PENTHOUSE A7*O.D.RPE-1 PER RDOF SECTOR,TOTAL OF 3 PROJECT INFORMATION: EXISTING SPRINT 1900MHA OUAD _,fe, DT PORT ANTENNA W/19001iN2 RRU(1 PER (SSG ANGa SECTOR-TOTAL OF 3) ES EXISTING SPRINT MW Of H- TOTAL Or 2) of SF33XC102 V17 131 FAST FIST STREET b PORT ANGELES,WA 9932 ryN �✓ ISSUED DATE: +" AIA 04-08-14 QP 1 STING SPRINT EMPTY ,/E. T+. I. RPE MOUNTS �� `Tfp ISSUED FOR: 8 REN BUILDING PERMIT REIASIONS O YH °ne x W A {-O8-1{CD PRELIM OMD B -OB-14 CD FINAL DID nr wNR:lie PROPOSED A EXISTING ANTENNA PLAN I nyn•scNO Jn -,•-o- e , aANTENNA PLAN 2 as smKllwJt AWLTfa N1eT R PRO9NIm eN Au Roonors.nARnRNT:Avo mxw as seTlRa eanuAArox ar xm•rllolx,.s.xp RROe.A xm vaums/fOvow.n ,(E1`c.�_ ruArwx.smunuaW.u.�mm�om m cEasw vnu,ms `7u'O_B•�A A w OISry �oTelo unvRn.sc u+u xeRus xort9 ana,lrn[ 0x) xd mart RNlolxn unuoE Re3saTRc RRus Nlepl smr_e[NDeRIm aN Txe nIK aoero ra JMmw RNMR ro nwT sNosN ox otuA,.SNOT e-e. EXSnuc sPRwT Mw DISH-TorAL OF 2) rM xmrT I11mINe ATAam,W9RE ROooxlaA:ra JxmRw v ROAAND.rwoR RPeRovn.rima snort m C Oavlm mmK RaRG—a.NRxxAi _( .u�ame:.Re ro ac oueusxm aoex.se mw A.c 1Rue wR1x,c.°No. em+m.emR NrRJ vpan xa.ALxrM aw cone.w°oRmrtAlNxa wnH sPmrt rcs (�SERO 19DSOMHZ TINC SPRINT S+RIIgIroRMt to wlvrq 6°RowAt avro NCM wlW °UMDsNG PoOa m sGTR�IUA .wLrw eorrtusiv°Cswu R�va�m AO z2tr' IMO�� ANTENNA W/1900HM2 sTRuenRWL ONN4IR,MS mR rP01Re,IxL.ILmi,a mmnex or x0pllfamN or loam SxNJ e[Yxx RInw1 erPROYY,or sTRw.TwNx L1cvm. �) RRU(1 PER SECTOR- TOTAL OF 3) 2.3 GH,EOUIPMENT ONLY NOT FOR CONSINUCTION UNLESS LABELED AS ?P AORGHz CONSTRUCTION SET • IY(�- ANTENNADUSNTD ONA(E/P)e RRU HYBRID CABLE SCHEDULE WO O.D.PIPE- 1 PER A-6 eRH Neoa Mx FReRI1mCY NYBRo Gat N1eRa CRaL ANTI ARVm RfT RCr uaL cr eRm[ SECTOR.TOTAL OF 3 U°KM eIRIalEll !>a U)m1M tENCM NRNII YOaT.MAI 1 9 0MH SPRINT MIA ew,s Rol +os r + r .r mmaoare eeT AN°9.o 7473 REGISTERED ANTENNA QUAD en. °gala mN , +ev +• I/R• v A9 °omismrc1--.. ANTENNA N/ ,(p wlw. zeae Rlw + aaa +a• r 1 e• a.r aaooeac acr e,so2oARC CT 19DOHMZ RRU(1 `� •Ft`C� PER SECTOR- ANTENNA SCHEDULE TOTAL OF 3) •Al2 �'+� y�,a SAY A4 . uA Apxylx RM Cb11m.wT.att CI n uE01 n - I$ ,MM AIrxR sa as mn v-e-w-le-e'rs 1 na aceAaw 1aT er-o- ear a r D H. N 17 eRe 13 4h xw c ... , 199 N'-C ee.Y P 0' hi7 uwR zs ole qlv Tr-_-leas-® 1 fRl WCWIQ xs• u•-o• M" v v STATE OF WASHINGTON w �✓ 'rte SHEET TITLE- ANTENNA ITLEAMENNA PLANS DUSTING SPRINT \$ ' �` SCHEDULES MW DSM T TOTAL OF 2) 'W 0. SHEET NUMBER: REVISION: �VVVIII/ �, 1 W 3/e ' ° FINAL ANTENNA PLAN 3 NOTES/ANTENNA SCHEDULE 4 -.r srxc Jp -r-°• v na vrelewa mmxa w nen m s mmnA•nex Ronnmm n mm�m.Rr n xxma. xn u¢a eeemac enrol nxvl Aw.s,a warts m srwxr wRa,mxw a s,°en.nwvlm SP rint Select Site Acquisition,LLC P.O.Bo:1292,Maple Valley, WA 99038 Ol61x 206790.4655 PROJECT INFORMATION: (P)SPRINT 2.5GHx PANEL ANTENNA DT PORT EXISTING SPRINT MICROWAVE DISH 10 MOUNTD ON(E/P)3YN-►O.D.PIPE-I A46 (E)PANEL ANTENNAS(OTHERS)TO REMAIN A 1�1/�L•i L•C REMAIN(2 TOTAL) PER SECTOR,TOTAL OF 3 A VC X . S (El PANEL ANTENNAS(OTHERS)TO REMAIN EXISTING SPRINT 1900MMZ OUAO C �/ ANTENNA W/1900HMZ RRU(1 PER SE33?CC102 (P)SPRINT 2SGH.PANEL SECTOR,TYPICAL OF 3) 131 EAST FIRST STREET (E)PENTHOUSE-PREPARE FOR NEW 4 ANTENNA MOUNTO ON(EV)3q-e ff w.ww PORT ANGELES,WA 9972 ANTENNA INSTALLATIONA-6 0.0.PIPE-1 PER SECTOR, �•�J( TOTAL OF 3 EXISTING SPRINT 1900MMZ OUAO 'A�ANTENNA W/1900HMZ RRU(I PER 6 B M SPRINT 2.SGHi RR N ISSUED DATE: SECTOR.TYPICAL OF 3) MOUNTED ON(�.1Yj-O.D. 04-08-14 A-6 PIPE PROVIDE PIPE ADAPTER ISSUED FOR: SUIT NRr-1 PERS BUILDING PERMIT PER SECTOR,TOTALAL OF OF EX3TINC SPRINT MICROWAVE DISX m Ts v tAYtl►,T ( REMAIN(2 TOTAL) m fa ►eonovrA.. R I m2 0@INIIM �-------___----------------------------------------_____�\,. �--------.--------_____.__..__._I --------------- A 08-14 CD PRELIM DHO ( B 4-08-14 CD FINAL DHD IXiS11NG BU.LDING-✓ EXISTING BUILDING NOT FOR CONSTRUCTION UNLESS LABELED AS �-y CONSTRUCTION SET II • I f I 7473 RE4CT ARD H. STATE OF WA SHEET nTLE: EXTERIOR ELEVATION SHEET NUMBER: REVISION: "•. A_� 'n.Y EXTERIOR ELEON ns wmewnoe ewn.An w n•s ssr a eoeslwas,ew 000Aons a e+orianAr er wus wn use a o®ays mm nw n+t wm. m ro vwa rawnc�mn�a snanr wvuiw �o o.mrne Sprint' saaaaasa�1pnea°r`rrm'�' Haute r/om m,ee >rL Select Site Acquisition,LLC PA.Bo:1292,Maple Valley, WA"I" a O18ee 20&M."96 nm swot PROJECT INFORMATION: DT PORT Dm MR ANGELES arx•stun Nor,o snu SE33XC102 NOT USED 2 :�r xo�m scNF ANTENNA MOUNT 3 'r+-+r .'".m°' ANTENNA DETAIL 4 +s EASE FIRST STREET adW AAa nem uMo pl l PORI ANGELES.WA 9832 W/ u+wn« ¢A:saeu.o O O O 0001 awa:nasxaan repNr ora irs(za..) �:ur.+ar.p.u• y u o u u u u u u ISSUED DATE: aumrt- oa o 0 0 0 0 0 0 0 o 0 0 0 0 >smnu„ow:,,,z>vem,muwccw/ oocoo0000°000°0000 000000ogo rircuw,r' / 04-08-14 our No,cc o 0 0 0 0 0 o o o o o o o o 0000°0°0°0°0°0°0°0 0°0°0°0°o NwoauR ��rp. ISSUED FOR: 0 0 0 0 0 0 0 0 0 o 0 0 0 .00aN.nou BUILDING PERMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o: 0 0 0 0 0 0 0 0 o o o o o REVISIONS 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O Mpepam M1[ OFSGavmN °O°O°O°O°O°O°O°O°O O°O° O°O 4'LLNIIp Y01p11NG .,.5 :; N O*,O�O�O�On020o,0�0� O O O .Lr• A 8-14 CD PRELIM DHD O_O_ O_O 1Yapa>N[ Ntiti .mU al.m w.�is mew p c B 4-OB-14 CD FINAL DMD worosm A'. 3Y: O°O°O°O°O�O�O° PR Noulr o°o°o°o°o°o°0°0°o° 0 0 0 0 0 0 0 0 0 4 a-y I HIM °O°O°O°O°O°O°O°O°O 55a+ '.00asm 0 0 0 0 0 0 0 0 0 54apap= 0 e5O O o°000°000°00000000 ..poosm>NwN. rAo.osm waaco. 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I v , i ® o integrated design .® ENGINEERS i CALCULATION REPORT SE33XC102 Port Angeles, WA May 20, 2013 g AL EXP 02/13/Z014 001208 P'!20&264.10 2,11 id-engrmw 206.264A422: infb@id-engr.comL integrated design ENGINEERS STRUCTURAL ASSESIMENT SE33XC102 Port Angeles,WA SCOPE The purpose of this analysis is to verify that the antenna mounts on the penthouse walls meet the requirements of TIA/EIA-222-G given the proposed antenna arrangement.The equipment room is also to be analyzed.This report was commissioned by Sprint. REFERENCES ® ANSI/TIA/EIA-222-G e 2009 International Building Code RESOURCES i The Following information was provided to assist in the tower analysis v As-Built drawings dated 1/25/2000 by Fraley/Stricker Architects ® Drawings dated 03/23/2012 provided by Smartlink DISCUSSION MOUNT DESCRIPTION The antennas are attached to 2"standard pipe.By way of bent plate,the pipe is attached to the wall using threaded rod. j EQUIPMENT ROOM DESCRIPTION The Equipment room is below the roof and hangs from concrete roof beams.The equipment room joists are at least 8"deep and spaced at 16".Under the existing equipment the joists are doubled.The originally proposed equipment configuration led to a failing report.This report includes a new proposed configuration. LOADING i The two tables below show the primary loads placed on the mounts.All existing and proposed antenna information was provided by Sprint. Existing Appurtenance Configuration Elevation Orme Annurtenance 62' Sprint (4) DAPA79010 62' Sprint 2 DAPAS8010 A i Proposed Appurtenance Configuration Elevation Owner Apnurtr enance 62' Sprint (2)APXVRR13-C 62' Sprint ADFD1820-33B w/RRU 62' Sprint (4) DAPA79010 62' Sprint (2) DAPA58010 62' Sprint 2 VHLP2-18 i Note:BOLD type indicates a new appurtenance The two tables below show the loading from equipment Existing Equipment Configuration i n Owner WeiSprint 11001b wer Unit Sprint 11001b S rint 1500 lb I Proposed Equipment Configuration Equipment Owner Weight MMBS cabinet Sprint 474 lb BBU cabinet Sprint 25981b Note:BOLD type indicates a new equipment unit Analysis i The purpose of this structural analysis is to verify that the mount meets TIA/EIA-222-G requirements with the proposed appurtenance configuration.A 85 mph design wind speed was used..25"of ice with 70 mph wind was also considered.Additionally,the equipment room must be adequate to withstand the new equipment loads. Results of the analysis are summarized in the table below. j � Percent Capacity Mounting pipe 59% i Eqmt.Room joists 97% Eqmt. Room Girders 70% i i CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis,the existing mount does meet the requirements of TIA/EIA-222-G with the proposed appurtenances.With the equipment configured as shown in this report,the equipment room is adequate as well. r Antenna Mount informat on Project SE33XC102 Location Port Angeles,WA Design Wind speed 85 mph Wind speed with ice 70 mph Service Wind Speed s0 mph Design Ice Thickness 0.25 in Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - ft Importance Factors: Wind speed no ice 1 Wind speed with ice 1 Ice thickness 1 Wind Loading pei'TIAr222-G Topographic Factor H(ft) Zz I a K. K, r, f Kh Krt to Gh Ke qz no ice qz ice qz service 62 900 1 9.5 0.85 1 1.14 N/A N/A N/A 1.00 0.53 1 0.95 20.11 13.64 6.96 Antenna Mourtt components Note:Weight includes CaAa(ft?) mounting materials Forces(lb) No Ice With Ice Weight(Ib) Front Side M7.5Front Side w/o ice w/ice Design w/ice Service Design w/Ice Service APXVRR13-C with RRU on 6'long PipeZstd8.D 5.4 69 126 150.5 109.2 52.1 91.1 74.3 31.5 ADFD1820-338 with RRU on 6'long Pipe2std11.9 5.9 75 160228.6 162.5 19.1 99.4 80.034.4 VAHLP2-18 on 72"long pipe2std8.6 8.6 52 76 151.6 117.8 52.5 151.6 117.8. 52.5 I I integated desogn ®ESOCH SHEEV ,® IENGINEERS project r 1 1ioo Z Sheet Location fb(q AN&PL91 W� By�EL Client S N� Date WALE lvr,;FG ��t� rjrjA r lit r i i I I p I i i I i I � I M N cagcP-viT ,iRiv hlT SiP K LlWLy m T WALL N> a AbEav T- Aj°