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HomeMy WebLinkAboutPermit D15-0100 - UNITED RENTALS - HIGH SECURITY FENCEUNITED RENTALS 17700 W VALLEY HNVY D15-0100 ON of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-93SO Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 3623049057 Address: 17700 W VALLEY HWY Project Name: UNITED RENTALS Owner: Name: UNITED RENTALS INC Address: 13455 NOEL RD STE 1900 C/O FISCHER & CO URI, DALLAS, SC, 75240 Contact Person: Name: CAROL BAUSINGER Address: 121 EXECUTIVE CENTER DR SUITE 230, COLUMBIA, SC, 29210 Contractor: Name: ELECTRIC GUARD DOG LLC Address: PO BOX 21832, COLUMBIA, SC, 29203 -9595 License No: ELECTGD877JE Permit Number: D15-0100 Issue Date: 7/13/2015 Permit Expires On: 1/9/2016 Phone: (803) 404-6189 Phone: (803) 786-6333 Expiration Date: 4/10/2017 Lender: Name: ELECTRIC GUARD DOG Address: 121 EXECUTIVE CENTER DR, # 230, COLUMBIA, SC, 29210 DESCRIPTION OF WORK: INSTALLATION OF 10 FOOT HIGH SECURITY FENCE INSTALLED INSIDE THE EXISTING PERIMETER FENCE, OPERATED BY A 12 VOLT BATTERY (DC) SOLAR POWERED. Project Valuation: $14,800.00 Fees Collected: $657.82 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: RENTON Sewer District: RENTON SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No / Permit Center Authorized Signature: l� Date: U711.3S v I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Nam Date: ! 3 ej This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain existing 24 ft., gate opening width for fire department access. Install a fire department Knox keybox at the entry gate for fire department access. 14:. Provide a clearly labeled key in the fire department knox box for the de -energizing of the electric fence. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0201 FOOTING ML� CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hftl2://www.Tukwi]aWA.izov Building Permit No. G ( o Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION :1 King Co Assessor's Tax No.: 362304-9057 Site Address: 17700 WEST VALLEY HWY Tenant Name: UNITED RENTALS PROPERTY OWNER Name: UNITED RENTALS INC Address: 17700 WEST VALLEY HWY City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: ELECTRIC GUARD DOG/CAROL B Address: 121 EXECUTIVE CENTER DR STE 230 City: COLUMBIA State: SC Zip: 29210 Phone: (803) 404-6189 Fax: Email: CBAUSINGER@ELECTRICGUARDDOG. GENERAL CONTRACTOR INFORMATION Company Name: ELECTRIC GUARD DOG LLS Address: 121 EXECUTIVE CENTER DR STE 230 City: COLUMBIA State: SC Zip: 29210 Phone: (803) 786-6333 Fax: Contr Reg No.: ELECTGD877JE Exp Date: Tukwil4 Busi ess License No.:0 D Suite Number: Floor: New Tenant: ❑ .....Yes 0-No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: ALLIANCE ENGINEERING Engineer Name: NICHOLAS JASPER Address: 2700 MARKET ST NE City: SALEM State: OR Zip: 97301 Phone: (503) 589-1727 Fax: Email: SALES@AEOREGON.COM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) t M Name: k"KIRCI Address: [A lg.-el/ vY/ w n V City: W L MRl Aj State: f✓ Zip! H:Npplications\Forms-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-1 Ldo Revised: August 2011 Page i of 4 bh ,. BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 14,800 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INSTALLATION OF 10-FOOT HIGH SECURITY FENCE INSTALLED INSIDE THE EXISTING PERIMETER FENCE. OPERATED BY A 12-VOLT BATTERY (DC)/SOLAR POWERED. Will there be new rack storage? ❑..... Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below FOOTAGE BELOW IS LINEAR Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 "d Floor 3 Floor Floors thru Basement Accessory Structure* 2,137 Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ©....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm JZ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes .......No If "yes', attach list of materials and storage locations on a separate 8-112 " x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsWornts-Applications On Line\20I I ApplicationsTemtit Application Revised - 8-9-1I.docx Revised: August 2011 Page 2 of 4 bh rPUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): INSTALLATION OF 10-FOOT HIGH SECURITY FENCE INSTALLED INSIDE THE EXISTING PERIMETER FENCE. OPERATED BY A 12-VOLT BATTERY (DC)/SOLAR POWERED. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline El.. Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which am LZ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: ❑ ...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Mailing Address: City Water Meter Refund/Billing: Name: Mailing H:VApplications\Fonns-Application On Line\201 I ApplicationsTe`tnit Application Revised - 8.9-1 Ldocx Revised: August 2011 bh Day Telephone: City State Zip State Zip Page 3 of 4 ! . PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEV OR AUTMRIZED AGENT: Date: 15 Print Name: MICHAEL PATE, DIRECTOR Day Telephone: (803) 404-6189 Mailing Address: 121 EXECUTIVE CENTER DR STE 230 COLUMBIA SC 29210 City State Zip H:\Applicatiom\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8.9.1 Ldocx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $657.82 D15-0100 Address: 17700 W VALLEY HWY Apn: 3623049057 $657.82 DEVELOPMENT $638.60 PERMIT FEE R000.322.100.00.00 0.00 $384.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $249.80 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.22 TECHNOLOGY FEE TOTAL FEES PAID1 R000.322.900.04.00 0.00 $19.22 Date Paid: Monday, May 04, 2015 Paid By: ELECTRIC GUARD DOG Pay Method: CHECK 25336 Printed: Monday, May 04, 2015 3:04 PM 1 of 1 V? lV SYSTEMS INSPECTION RECORD Retain a copy with permit IP (0 1"TFECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63oo southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ICU e.4'fCt [A S , I Type o, n pec ion- q Address- Or 1,d' klg� K� Date CaSpecial W4: Instructions: I4L WirZgNo: e d: a.m. 26r p.m. blaitge-Vr� Req star: r'0 —Z.6-6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. InA O INSPECTION RECORD '� NO Retain a copy with permit lb97-- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Tye f Inspection: Address: G 77t}0 �e� Date C Iled: Special Instructions: ' �j,n %It Date Wanted: a.m. y_ p.m. Requester: Phone No: S Q_ I -7�i 1 �R2� Approved per applicable codes. Corrections required prior to approval. COMMENTS: tt � inspector: Date: Wz/�lrs' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Z' Retain a copy with permit p to® I NU&eTI0N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (All(J ! S Type of Ins tion: Address: 7 , ] Date Called: Special Instructions: Date Wanted: a.m. -0- p.m. Requester: Phone No: Approved per applicable codes. 10Corrections required prior to approval. Inspector: C Dater ' rr i-3-- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection. 10 INSPECTION RECORD _ Retain a copy with permit P(5 ©�®0 INSPNQWAN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro�'ect:, IL"S �ftj Type of Inspe�g-ii/bn: Address: ® Ld t UT e Date Called: Special Instructions: Date Wanted: _!� a.m. 1 p.m. Requester, r aw(> I vos Phone No: IInspector: j/ c IDate:7 --,,I r S— I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection. ELECTRIC GUARD DOG - CUSTOMER SITE LAYOUT Acct or Customer Job # A1845-8225 Name United Rentals City Tukwila State WA Tech/Installer Darrel Fence Size (feet) 2137 Singles 25 Doubles 1 x AA -t -p i• OTT 17 17 L .ram L. . Ti:*.aT,.E-.. ,,.:.r--s...... -_*+cam,. ..'��•�:e`C� � 6' .. OutlookRublic Folders/All Public Folders/Service Techs/Tech Folder/Documents �Klz,TlD ►tea-�-U�,�- w4-e�u�. -Li G�W� I 0 FILE COPY , t Corner Post Fence Installation INSTALLING A STEEL POLE BRACKET POLE CAP 8" GAP-[ ❑ 5/1 611 X 2" ❑ 8" GAP F GALVANIZED BOLT, V 1 8" GAP -C Vi I— v1 ❑ W a 8" GAP E Q �. V 8" GAP { ❑ \ _ _ __ co ° ./ ' SENTRY IPJSULATOR a 8"GAP{ �, C LU 8" GAPE ONE 3-PIECE \ `" ❑ '- 8" GAP-F BRACKET 5/16" J ° FOR EACH WIRE 8" GAP-E. ❑ (20 SETS PER POLE) GALVANIZED NUT i 5 FT 8" GAP 4: = N 4" GAP-[ ° d 4" GAP-r LU Y4" GAP-C. � U 4" GAP 4- ( • Install bra�kefslFACING the direction of pull, = ❑ ;iit 4" GAP L ° except when used as an End Pole. W 4" GAP f- m Z 4" GAP-[ ° r ✓ o z 4" GAP L ° • 'r ❑ lnsI1161END POLE brackets FACING the 4" GAP C GROUND LEVEL direction of chain link Gate Pole `(b0' maximum from Gate Pole). 5 FT CEMENT Install ROLL GATE brackets FACING the ".'FOOTING direction of pull. — DIG`}OLE , 0 Install CORNER POLE EYES -A" WIDE 1.1A Corner Post 0-8" from Chain Linke Pole at 90° diagonally. If the metal poles are scratch ed,'p;� int them, especially in the front or by gates: 1.113 Corner Post Medium (Insulator) Spring Y Bolts on bottom of insulators should be :.: tight and insulators must be able to spin, -�� freely acting as,a pulley. �, E D FOR IMPLIAN 1.1C Corner Post APP LOVED Install metal. poles in MIDDLE of hole vs front qr back of hole with concrete. Fill in Gate Spring JUN 2 5 2015 hole with concrete to ground level. 1.1 D Corner Post - -- - ' - - City Of TUICWIIa The #2 wire must be hot in every section. The #1 wire must be flat on the ground. ! 'BUILDIi11(", Tukwila 1.1E Corner Post CEIVED Medium springs are required on both ends CITY OF TUKWI ED of every section over 250 feet. �� 6100 MAY 041015' PERMIT CENTEa Ir_ T- -- - -- --- -- -- -- - — — Steel poles Fence Installation 1.213 Steel poles The steel pole has to be set in the correct place. There should be no more than 6 inches from the insulators on a steel pole beside the gate, and the fiberglass pole that is mounted on the gate. If the steel pole cannot be set close enough to the gate pole or against a building, due to concrete footers, etc., causing a potential breach of security, attach a fiberglass pole to the building or gate post to close any gaps. 1.2C Steel poles Steel posts should be installed with a slight back lean, depending on the soil condition, so that after the fence settles and the con- crete dries, the poles will not lean into the yard. Poles should be set 5 ft deep with a 15" hole minimum. Unstable soil conditions will require a better foundation. 1.21) Double Poles Every site regardless of size must have break down points for troubleshooting. No section can be longer that 1,000 feet without a double bracket pole for a break down spot. 1.2E Double Poles Cut off switches- are installed on the double bracketed pole and to bypass or isolate a section of fence. J 1.21 Short Sections A section of fence line that start and stops w th:footage of less than 251'. This section will have jumpers on each side, such as a section between two gates or a gate and a building or a roof sec- tion under 250ft. Short sections require.`springs on one end unless there is a 90 degree turn, in that case add a set of gate springs to the bii;i 'r end. �n� J ,J �o �.V r 11 RAPID 11GH1ENERS RAPID TIGHTENERS ARE INSTALLED IN EVERY SECTION -BETWEEN 6 INCHES AND 3 FEET FROM A FIBERGLASS POLE - TOWARD THE CENTER Of THE PULL. THE TIGHTENERS ARE ALTERNATED ON OPPOSITE SIDES OF THE POLE TO PREVENT GROUNDS FROM HITTING HOTS. WIRE SHOULD BE WRAPPED TWO OR THREE TIMES AROUND EACH TIGHTENER. WARNING SIGNS WARNING SIGNS MUST BE INSTALLED EVERY 60 FEET, WHICH IS THE MAXIMUM DISTANCE BETWEEN WARNING SIGNS. THE EXTERNALLY VISIBLE LANGUAGE SHOULD BE ALTERNATED, SO THAT EVERY SIGN SHOWING THE ENGLISH SIDE IS FOLLOWED BY ONE SHOWING THE SPANISH SIDE TO PEOPLE SITUATED OUTSIDE THE FENCE. ALL WARNING SIGNS SHOULD BE MOUNTED BETWEEN WIRES 12 & 13. I Fiberglass Post FIBERGLASS POLES RAPID TIGHTENERS & WARNING SIGNS VDRF TiGHTENEI 61 IN 3 FT MIN MAX Fence Installation �0 GROUND ((,� J 1V 19 HOT is HOT Ar �C �V 17 HOT 1ti 16 146T, 15 : - `HOT 14 ���� HOT 13 A**WQ 7,000 VOLTS 11 10 9� a 7 FIBERGLASS POLES 3— FIBERGLASS POLES ARE SET AT A 2- MAXIMUM OF 30-FOOT INTERvgl3. V THEY ARE ALWAYS PLACED DIJtFC{TY IN FRONT Of A PERIMETER PbST; SO THEY CAN BE BRACED-Y-01THE PERIMETER POST, IF NKE�SARY. Ci THE BOTTOM�A(IRf,SHOULDS BE FLAT ON TqE GROUND. 1811 1 (MIN) 3Fr MAX HOT HOT HOT HOT GROUND HOT GROUND HOT GROUND HOT GROUND HOT 3 STRANDS OF WIRE MENDED 4 INCHES FOR ANCHOR 1,3A-Fiberglass line post Fiberglass straight line. Install metal poles, pull bottom wire, then install fiber right behind line so fiber are in a straight line. 1.313 Fiberglass line post Install rapid tightners in a safe, flat easily accessable area. 1.3C Fiberglass line post Pins installed in the fiberglass poles need to have the end facing into the yard, level with the ground. Single Pane Gates Gates. v0�cnawrs-� C N N W N W N cr w ID C C O C a-0 O ~ cr .. M M c � c o m 0 � N C O w � N .a O .. O 3 Ur N d A A N GJ A L N \� K \, R M v 7 cr a N cr .� 0 Q� N a 0 p c O Z px tAo O m WX it F> .o M W Z� Vf 0 on 0 ? v m ZZc��`, M �r INSTALLATION 2.0 M 0 6) C) Cf J a � `O C.) T a a a a a 0 0 GI 0 ,n —no� L�� V'-� Z i M 00 G "o ZZ a w � W 0 2Za� a CND M _ v z a 4 vm _ 0 v r N T m VMS ZOn CAZ2 0 C BMW WE r 11 + Double Panel 2.A Gates Use splices on jumpers on gates, all other jumpers use joint clamps not splices. 2.13 Gates Back side of roll gate must use steel pole not fiberglass pole. Gate must slide between elec- tric and perimeter fence. 2.0 Gates Gates should close tightly without play. if customer closes his gate with a chain, ask to cut off any excess length, so chain only meets using last two links. This will avoid chain tail shorting out gate and close tight enough to avoid wind pushing it open and losing con,�4ct. POOR GATE CONNECTIONS ARE A COMMON CAUSE OF FENCE ALARMS. 2.13 Gates Current travels only one way through the gate. If it returns, then trench ur'd-er gate wire #19 to 19 with weather heads on each side. 2.2 Double Panel 10 7. 0•!Mm- . %.� i III • !' "'--'� - f � , Gates Gate Brackets 2.Oa Brackets Fence Installation INSTAl1AT1ON 4.0 A `S O' S Cr w -0 � O O = .t V1 �UQ O' Q' -4 \ Q �D A O S M C 3 -a M D Q Q Q 'S S 3" O C ID A @ Q. e, C O O 0 N N to Q O Q Q_ `< ., Q 7Q H C v+ S m � 0 0.0 Q '13 to 3Cr X M Q Cr 'D 3 C Q C vw O N^ II'll Q in �.. O� Q C(D N n_ 3 �.► O .�. -N cr Q. toI o 1p 3 O �� O S O !D 3 C 3 N in A O tD Q tQ C Q LA 0 L LLL C U, Bypass Gates Gates MT:! =RrMrt-- 2.3 Bypass Gates 41, A Contacts 2.4A Contacts All contacts must have a bolt through the contact and fiberglass pole. All contacts must have a spring on one side. 2.413 Contacts Use a Y or straight bar contact at every gate connection. All contacts must involve a spring, no solid contacts. Spring should be extended no more than half distance of Y. Use a contact extension on every contact. Use the appropriate size extensions to close gaps at the gates. 'Y' Contact 1 F.Y Straight Bar Contact Male Contact Extensions 5" 3" H Contact with 3"male contact 'Ij 'Y' Contact with 3"male contact extension • 77:7.,_ r v rnntart ` Gates` Springs Gates 2.5A Gate Springs Gate springs are used on every gate and all sections under 250 feet. Gate springs are required on both ends if there is a bend in the section. 2.513 Gate Springs "Air' gate springs. If gate loses tension, cut wire and re -pull. `==v-''`"!""46 '°a IF Y �1_L� ttt N--, �- -- medium (insulator} i ring -ra�arhiu .i iV+M r4U1Art�aelY'!1tiArYrr�,,;�. .,.,_ !� not aired 41 , not aired 2 v�'.�wA� r: _�.` C`q `s �::yr!?`` -�,. -�'.a, �, �. Y�•.ri .w�_,;C_: � ,_ 4-W, MCUIW r 5*11M s i raaca,� .eds:,; L1 ' �RfM�J�Str�7Ai7� f. Ohl T�n i�i't sq •+s t C1CI�i tSRteny j�� � 0 0 0 +t 1111fp �• �sRV i rt ii ♦ * r 1POW t t Q Gar 1 `fJ v fn Z s 7 Fence Controllers WIRE RUN CHART All exposed wire requires 3/4" ^o� electrical PVC 10Cond - ,r 10 Cond l (if 50+ FT, Also Use 1412f "'OUTDOOR Box KEYPAD r KEYSWITCH 14/2 1.0 Cone_;, #8 Copper Wire GROUND RaDS 4 } Grounding Control Conductor t-10 FT-0Return10FT FE 14/2 - - - Feed i BATTERY Outside Mounted Electronics — 4 inches 4 inches Galvanized Ground Rods (mininum 10 FT apart) J 'f7`e �e��v i 4)(4 rPOStS V V 7 (4,"f far} 3-Fence Controllers Mount three empty galvanized silver boxes to a pair of 16-foot tall,') 4x4 wood posts. c , The bottom of The -lowest box must be t least 2 feet above^g ound ... ... and posts must be anchored at least 4 feet be1w level. • , The entire electronics ensemble must be J grounded to a series of ,y three galvanized ground rods located no less than 10 feet from each other. Solar Panels 3-Fence Controllers as 2 c f" a ,rw ...► � O f�slalfotlon 3.� � �� � bO rh m a m A 0 \-(A W %A N1 Ln ,I C3.; �. �. + r + n Q 3 3 13 CID0 z m Z Wizrw rn a M c I ,. *. 0. •R .0 at m M i + d o � � ={ �. a� CA 0 ro 0 3 z ' 3 o 3 0 o N G 3 to fl Q O- {. C ... W O x in 0 me 0 a 0 J 14" FILE L'�` ALLIANCE 2700 Market St. 589-1727 ■ice ENGINEERING Salem, OR97301yE FAx503 035891728 STRUCTURAL CALCULATION PROJECT No. GS1401015 Fence Post and Solar Panel Support Post Analysis OWNER / LOCATION: United Rentals 17700 West Valley Highway Tukwila, WA 98188 CLIENT: Electric Guard Dog 121 Executive Center Dr, Suite 230 Columbia, SC 29210 ENGINEER: * XL �w . .r. REi/iEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2015 City of Tukwila BUILDING D!VISION RECEIVED CITY OF TUKWILA MAY 0 4 2015 PERMIT CENTER Property of Alliance Engineering of Oregon, Inc. Unauthorized duplication prohibited. Copyright© Alliance Engineering of Oregon, Inc. 2700 Market Street N.E. Alliance Engineering of Oregon, Inc. Phone: (503) 589-1727 Salem, OR 97301 www.aeOregon.com Fax: (503) 589-1728 GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 1 SUMMARY: This analysis is for poles for an Electric Fence. Post size, post embedment depth, post hole diameter and backfill is given in the body of the calculation. The posts will be modeled as cantilevers that are fixed at the base. REFERENCES: 1. 2012 Edition of the International Building Code 2. ASCE 7 -10 Minimum Design Loads for Buildings and Other Structures American Society of Civil Engineers 3. AISC 14th Edition GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 2 DESIGN INPUT VALUES: Dimensions Lpost_bndg 120 in Height of fence Design Loads for Building: Occ_Category:= "I" Wind Design Values: Fastest wind speed (3 second gust) V,ind 105 MPH Wind Exposure: E •— "C" xposure •— Footing and Post Hole Design Values: gsoii := 1500 psf Assumed soil vertical bearing capacity Ssoii = 150 psf Assumed soil lateral bearing capacity dia_footing := 1.25 ft post footing diameter Concrete backfill = "Yes" Backfill in main posts (GO TO LAST PAGE FOR SUMMARY OF RESULTS) GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 3 WIND ANALYSIS: Design perASCE 7 V.d = 105 Basic Wind Speed kd := .85 Wind Directionality Factor k, = 1.0 Topographic Factor kZ = 0.850 Wind Exposure Factor 1w = 1.00 Importance factor 2 qh :_ .00256 kZ k�•kd VN;,,d 1w Velocity Pressure gh = 20.39 psf Calculated Wind Pressures: dia wire •1121 in Cf:= 1.2 Gfence •85 gwind gh' Gfence' Cf gwind = 20.8 psf GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 4 Determine the Adequacy of the Primary Electric Fence Posts: The analysis below will show the adequacy of the column. post spacing = 1000 ft 1c1 = 120 in Maximum Unbraced length of column Column-1 location := corner_ posts nwires 20 6.63 12 2 gwind' 12 l ' 1 1 Mr_wind_cl 2 1000 Mr wind cl = 6.9 kip -in Required moment capacity due to wind Next, Check loads due to wire tension: Fwire tension ` 20.7 lbs per wire Mwire tension DL Fwire tension'nwires Icl 1 Mwire tension DL = 24.8 in -kip 2 1000 - - Column Information: Column i :_ 'Wia40" tcl = 0.24 in Thickness of column material Dcl = 4.5 in Outside diameter of column section Fy cl := 35 ksi Estee, 29000 ksi Determine Allowable Axial Load: kcl := 2.1 rol = 1.51 in lcl Slendemess_cl kcl' Slenderness cl = 167 Slenderness ratio rcl Note: Slenderness ratio is less than 200, thus OK. GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 5 Next, Check for compact, non -compact, or slender element section: Dcl WTratio_c1 = — tcl (.11-E,,j) NCSlimit_cl Fy_cl .5 Esteel SLlimit_c l 4.71 Fy_cl Next Calculate Q: .1 l •Esteel WTlow_limit_cl Fy_cl .45•Esteel WThigh_limit_cl Fy_cl 038 • Esteel 2 Qcl :_ + — Dcl 3 Fy_cl• — tcl WTratio cl = 19.0 Width -Thickness ratio NCSlimit_cl = 91.1 non -compact section limit SLlimit_cl = 135.6 Slenderness equation chooser limit (Equations E3-2, E-3, E7-2, E7-3) WTlow_limit_cl = 91.1 WThigh_limit_cl = 372.9 Qcl = 2.32 Qc1 if[(WTratio_c1) < WThigh_limit_cl,Qcl,1] Qc1 := if[(WTlow_limit_cl) WTratio_cl,Qcl,1] Qc1 := if[(Qcl) < 1,Qc1,1] Qcl := if(WTmtio_c1 <_NCSlimit_c1,1,Qc1) Qcl = 1.000 Note: Use this Q if the Width -thickness ratio is between high and low limits calculated above. Otherwise use Q=1.0 Also, Q cannot be greater than 1.0 because it is considered a reduction factor. Note: If column is not a slender element section, then Q = 1. GS1401015 (United Rentals -Tukwila, WA) 1 Oft fence post and 9ft panel support RO 050115.xmcd 6 Next, determine allowed critical axial load. Fe cl = 3.14162 E steel _ 2 Slendemess_cl Qcl'Fy_cl Fecl Fcr_a_cl := Qcl' .658 Fy __cl Fcr b cl = .877•Fe cl Fecl=10.27 Fcracl=8.41 ksi Fcr b cl = 9.01 ksi Fcr cl = 9.01 ksi (allowable compression stress) pn cl := Fcr_cI*Ac1 Equation E3-1, E7-1 (ASD) 1.67 1'n cl = 17.1 kips Allowed axial load Next, Determine Allowable Bending load: Determine h/t and check for compact, non -compact, or slender element section: (flexure) WTfl ratio cl = 19.0 Width -Thickness ratio CSfl_limit_cl :_ .07 Esteel CSfl -limit_cl = 58.0 compact section limit Fy_cl Estee] NCSfl limit_cl := •31' NCS 256.9 non -compact section limit Fy cl fl_limit_cl = p GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 7 First, Determine allowable moment based on Yielding (a): Mpy_cl Zcl'Fy_cl Mpy_cl = 150.90 kip -in Allowable moment based on yielding Next, Determine allowable moment for non -compact sections (b): Esteel Mpfl_nc_cl 021 + Fy_cl 'SO WTfl ratio cl Mpfl_nc_cl = 215.61 kip -in Allowable moment for non -compact sections Next, Determine allowable moment for slender element sections (c): 33Esteel Mpfl_sl_cl ' Scl WTfl ratio cl Mpfl_sl_cl = 1620.17 kip -in Allowable moment for slender element sections Note. Based on the values of the three calculations above, the allowable moment is: Ma cl = 150.90 kip -in Allowable flexural moment Next, check combined bending and axial load stresses: Mcx_cl := Ma cl Mcx_cl = 90.36 kip -in 1.67 Pn cl = 17.1 kips Allowed axial load (from above) Determine Applied Axial Loads: Available flexural moment (ASD) Pdead_cl .500 Pdead cl = 0.5 kips Applied axial dead load Next, Check all load cases that may control (ASD): 5 2 Pdead_c1 I(Mr_wind_cl + Mwire_tensionDL)2 + Mwire_tension_DL2] Col_usagecl:= + _ P.-Cl Mcx cl Col_usagecl = 0.23 Combined usage of column (Worst Load Case condition). Note: Less than 1.00, thus OK. GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 8 EMBEDMENT FOR Primary Electric Fence Posts:: Calculate the minimum required post embedment depth for lateral loading. Concrete backfill = "Yes" Va = 672 Ibf Lateral shear load at the groundline Mtot = 25779 in -lb Moment at the groundline (based on combined wind and dead loads) dia_footing = 1.25 ft. Main post footing diameter Ssoil = 150 psf Lateral capacity of soil Hpost := Lpost_bndg Height at which an equivalent lateral load is applied to determine 12.2 Hpost = 5 ft required footing depth. depth_trial = 4.5 ft Trial depth of post hole to determine final required embedment depth. S 2Ssoit•depth_postnc 1_ftg •= 3 1.33 Sl—ftg = 609 A := 2.34 (S1_ftgPpost )-bpost A = 2.06 4.36•Hpost110.5 depth_linepost = 0.5•A 1 + 11 + IJ A J The final post hole depth is determined by iterating to a final depth. depth_linepost = 4.5 ft. This is the minimum required post embedment depth for lateral loading GS1401015 (United Rentals -Tukwila, WA) 10ft fence post and 9ft panel support RO 050115.xmcd 9 Next, Check the poles for an Electric Fence Control / Solar Panel Support dia_footing 1 ft post footing diameter qh = 20.39 psf Lpost_bndg 108 in Height of support Cf panel := 1.6 gwind = 20.8 psf Velocity Pressure gwind_panel gwind'Cf panel gwind_panel = 33.28 psf Calculate the moment induced by the control boxes and the solar panels. Wind_solar gwind—panel'4•7 sf WindCP gwind_panel'3 sf Wind solar = 156.41 lbs WindCP = 99.84 lbs NOTE: The center of area of the solar panel will be at 121" The center of area of the lowest control box will be 36" The center of area of the middle control box will be 64" The center of area of the top control box will be 92" Wind solar' 121 + WindCP'36 + WindCP'64 + WindCP'92 Mtot = 1.000 Mtot = 38.1 kip - inches NOTE : Use 3" diameter galvanized conduit. This section can be shown to have a section modulus of 2.3 in3 (S) and an allowable yield stress of 50 ksi. Determine fiber stress: fb:= Mtot fb = 16.56 ksi < 50 ksi OK 2.3 Check slenderness: kel := 2.1 r:= 1.16 in Lunsupported Lpost_bndg Lunsupported = 108 In Lunsupported Slenderness_cl = kcl' Slenderness_cl = 196 Slenderness ratio r Note: Slenderness ratio is less than 200, thus OK. GS1401015 (United Rentals -Tukwila, WA) 1Oft fence post and 9ft panel support RO 050115.xmcd 10 Footing Calculation For Electric Fence Control / Solar Panel Support Post: Calculate the required footing depth NOTE: Determine the point load required to produce a equal moment .see above _ Mtot' 1000 L Ppost '— Lpost_bndg Ppost = 705 lbs Brostu Post_bndg Hpost — 4.5 ft 2.12 2 Ssoil = 150 psf Assumed soil lateral bearing capacity bpost = 1 ft depth trial = 5•0 ft Trial depth of post hole to determine final required embedment depth. S — 2Ssoi1'depth�ostnc 1.33 l_ftg • 3 Sl ftg = 662.3 A := 2.34 Ppost (Slftj-bpost A = 2.49 - 4.36post 0.5 l depth_postnc 0.5•A 1 + 1 + I I� A / depth_postnc = 5.0 This is the minimum required post embedment depth calculated for lateral loading. NOTE: Use 5' - 6" embedment THE END K The ##1 Theft Dete nt Service in the U.S. 121 Executive Center Drive • Suite 230 Columbia, SC 29210 (803) 404-6189 • Fax (803) 404-5378 June 11, 2015 City of Tukwila Attn: Bill Rambo Department of Community Devleopment 6300 Southcenter Blvd, Ste 100 Tukwila WA 98188 RE: Correction Response Permit Application #D15-0100 United Rentals 17700 W Valley Hwy Dear Mr. Rambo: In response to the Correction Letter dated 6/2/15, enclosed are the documents listed below in addition to the responses. 1. Revision Submittal Coversheet 2. Sheet 1 — revised site plan Responses: 1. There is no fencing at the street and the perimeter fence location will not change. Revised Sheet 1 indicates correct location of perimeter fence and Electric Guard Dog security fence. 2. Based upon the above response, the setback requirement has been met and is indicated by an 80-foot setback being the minimum to the property line. 3. Please review enclosed site photo of front fence. Wouldn't the slatting have been a requirement of the City to the business in obtaining their CO? Please advise if slatting should be cut down to 4-feet. 4. Not applicable. Please contact me if there are any questions or additional information is required. I can be reached at 803-404-6189 or via email at cbausinger °,electric agu rddog com. Compliance Manager The Electric Guard Dog The #I Theft Deterrent Service in the U.S. Perimeter Securitythat Stops Crime Before it Happens RECEIVED CITY OF TUKWILA CORRECTION 1UN 12 2015 LTR PERMIT CENTER CIS- 0100 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 02, 2015 CAROL BAUSINGER 121 EXECUTIVE CENTER DR SUITE 230 COLUMBIA, SC 29210 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0100 UNITED RENTALS - 17700 W VALLEY HWY Dear CAROL BAUSINGER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. 1. The site plan shows the proposed new fencing going in behind existing fencing along the street frontage - a site visit shows there is no fencing at the street. Please clarify if new perimeter fencing is proposed that would extend the fencing out to the street. 2. The zoning for the site is Commercial/Light Industrial which requires a setback of 25 feet from the front property line and five feet from the side property line for all structures. The site plan submitted shows the fence located on the west property line immediately adjacent to the street with no setback either from the front or the side. The fence must meet the zoning setbacks for this district. 3. An email communication states that the perimeter fencing will have slats, with the new electrified fence placed inside the perimeter fence. Fencing along the street cannot be completely opaque. TMC 18.50.070 states that the height of the opaque portion of the fence is limited to 4 feet with the remainder of the fencing see through with lattice or other open material. 4. A photo of the existing north side of site has been placed in Attachments to illustrate that there is no pre-existing fence that extends from the existing fencing on the north side of the building out to the street. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, _ C , Bill Rambo Permit Technician File No. D15-0100 6300.Snutheentar Rnu7avi7.rd .Suite #lnn • Tukwiln Wn.vhinotnn 9R7RR • Phnnv 2n6-437-367n • Fnr 7n6-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0100 DATE: 06/12/15 PROJECT NAME: UNITED RENTALS SITE ADDRESS: 17700 W VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division W Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/16/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 07/14/15 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0100 DATE: 05/04/15 PROJECT NAME: UNITED RENTALS SITE ADDRESS: 17700 W VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: *�- &C S�-�rs- W "() Building Division Fire Prevention tAS t0- �Iq Public Works Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Planning Division low ❑ Permit Coordinator It DATE: 05/05/15 Structural Review Required ❑ DATE: DUE DATE: 06/02/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping W'� PW ❑ Staff Initials: 12/18/2013 s\ J { CD i -1 J4�t, iO 2 1908~ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hup:11immei.hykwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6/11/15 Plan Check/Permit Number: D 15-01®0 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: United Rentals Project Address: 17700 W Valley HMW Contact Person:Carol Bausinger Summary of Revision: Phone Number: 803-404-6189 RECEIVED CITY OF TUKWILA jUH .12 2095 PERMIT CENTER Revised site plan to show corrected, actual location of fence which is setback from street further than originally submitted. The setback from the property line on the front (West) is 80-ft minimum. #3 - see enclosed photo of front fence section. Wouldn't this have be.rement from the City for the business itself? Please clarify what needs to be done here. Do the slats need to be taken down to - Sheet Number(s): 1 "Cloud" or highlight all areas of revision including date of revisi i c Received at the City of Tukwila Permit Center by: :3�A ��L N_ Entered in TRAKiT on \applications\lomis-applications on line\revision submittal Created: 8-13-200.4 Revised: Electric Guard Dog LLC Page 1 of 2 Search L&I Home Inicio en Espafioi Contact. Safety Washington State Department of Labor & Industries Electric Guard Dog LLC Owner or tradesperson Principals Leaphart, Nathan Glenn, MANAGER Ulysses Management LLC, MANAGER Corporation Service Company, AGENT Doing business as Electric Guard Dog LLC A-% Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing PO BOX 21832 COLUMBIA, SC29203-9595 803-786-6333 WA UBI No. Business type 602 721 479 Limited Liability Company Governing persons LLC ULYSSES MANAGEMENT NATHANLEAPHART; SYSTEMS HOLD LLC SENTRY SECURITY; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ................................................................... _ ...... Active. Meets current requirements. License specialties GENERAL License no. ELECTGD877JE Effective — expiration 04/10/2013— 04/10/2017 Bond ...............- Philadelphia Indemnity Ins Co $12,000.00 Bond account no. PB02685900018 Received by L&I Effective date 04/10/2013 02/20/2013 Expiration date Until Canceled Insurance Admiral Insurance Co $1,000,000.00 Policy no. CA00002012801 Received by L&I Effective date 09/30/2014 10101 /2014 Expiration date 10101/2015 Insurance history Savings https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602721479&LIC=ELECTGD877JE&SAW= 07/13/2015 40 FA 1 I 1 I 1 1 1 , 1 1 1 t 1 , 1 1 I I 1 GRAPHIC SCALE] 0 20 40 80 , I 1 1 I 1 I 1 , I I I 1 I' I I c, I I I , I I I I I I I I 1 I I I I I � I I I I , I 1 , I I I ------------------- 1 ' I 1 I 1 I I I I I I I I I I , I , � 1 1 I I ` I I I I I 1 I , I I I I I I � I , I I I C I I I I , I m 1 I I I 1 I I 1 I I I I I 1 = I 1 r- ; 1 I I I I I ' I I I I I I I I I I 1 I 1 1 1 I 1 I I I � I 1 ; I I I I 1 I , I I I , I , I I , ; I , I 1 ; , I I I I I 1 I I I I ; ; I ; 1 1 , , I I , I , I I I I I I I 1 I I , I I I I 1 I I I I 1 I , 1 I 1 ` I I I I I , 1 I I , I I { I , I , I 1 I I I I ; I I ; ; I , ; I I I I I I I I I I , I I I 1 I , I I I I I , , I I I I I I I I , I I I I , I I I I , , I I , I , , I 1 I , , , 4 I I I I I 1 I , I 1 SITE PLAN 160 REQUEST TO AUTHORIZE A SECURITY SYSTEM UNITED RENTALS 17700 WEST VALLEY HIGHWAY TUKWILA, WA 98188 APNk: 3623049017 EXISTING FENCE (COM) TO REMAIN I----.— I I I 1 I I I I I I I 1 - I I I I I 1 I SECURI TY FENCE-,,4,. 12" MIN. EXISTING FENCE EXISTING ONSITE GRADE R EX15TI NG PERIMETER FENCE SECTION 901.97' �J I -------I EX. BUILDING I EXISTING FENCE I 1NEXISTING EX. BUILDINGTO REMAIN FENCE SECURITY FENCE 12" MIN. TO REMAIN -,FROM PERIMETER FENCE 'yEXISTING FENCE EXISTING TO REMAINTO REMAIN CE I SECURITY FENCE 12" MIN. r _ FROM PERIMETER FENCE I J L-------� I I I 1 B{UILDING EX. I I r v.e.-r.►a+ rr►i+r . APN#: 3623049097 (COM) SECURITY FENCE 12" MIN. EXISTING EXISTING OFFSI TE FENCE EXISTING OFFSITE GROUND GROUND EXISTING ONSITE GRADE ��f%%/✓�l'�`j' EX15TING PERIMETER FENCE SECTION t,(T,S Nts APN#: 3623049062 1 (COM) LEGEND — — — ROW LINE — — — — — CENTERLINE PROPERTY LINE — — — — — — --- SETBACK — — — — — — — — — LANDSCAPE EASEMENT EXISTING SCREEN FENCE —0--0 0 0 0 0 o EXISTING FENCE ------------------------------------------------------------ PROPOSED ELECTRIC FENCE LS = LANDSCAPE AREA STORM DRAIN: THERE IS NO EXISTINt�G STORM DRAIN ADJACENT TO THE PROPERTY. N0 STORIy) DRAIN IS BEING PROPOSED AS PART OF THIS PROJECT. UTILITY RIGHT-OF-WAY/EASEMENTS NOTE: THERE ARE NO UTILITY RIGHT-OF-WAY OR EASEMENTS LOCATED ON THE PROPERTY. DRAINAGE/IRRIGATION NOTE: THIS PROPERTY IS NOT LOCATED IN THE 100-YEAR FLOOD ZONE. THERE ARE NO IRRIGATION OR DRAINAGE EASEMENTS ON THE PROPERTY. LANDSCAPE/RESERVATIONS NOTE: ALL COMMON AREA LANDSCAPE WILL BE MAINTAINED BY A LANDSCAPE MAINTENANCE ASSOCIATION. THERE ARE NO RESERVATIONS FOR PARKS, SCHOOLS OR OTHER PUBLIC USES. PROJECT DATA APNO. 3623049057 ACREAGE: 8.96 +/- NET ACRES 8.69 +/- GROSS ACRES BUILDING FOOTPRINT. 35,320 TOTAL S.F. LOT COVERAGE: 9.3X COVERAGE ZONING- EXISTING- COM PROPOSED: CON PARKING: REQUIRED: 36 SPACES. PROVIDED. 36+ SPACES MINIMUM FENCE SETBACKS. FRONT - 5' REAR - 100'+ SIDE - V NOTES - POLE LOCATIONS - STEEL POLES: TO BE LOCATED APPROXIMATELY ON EACH SIDE OF GATE(S) & EVERY 90-(OR GREATER) TURN IN FENCE LINE. FIBERGLASS/INTERMEDIATE POLES- TO BE LOCATED APPROXIMATELY EVERY 30' DISCLAIMER: POLE LOCATIONS MAY SLIGHTLY DEVIATE FROM STIPULATIONS ABOVE DUE TO ON -SITE CONDITIONS" �` It D. DEVELOPER Ir ;Plan review pprova�l is subject to r r n ` 11 wSi ns. A : 'o�ai of onstruC icon dc�Cumsrtt nftA Wennnnnnnn�a�s 'ls F �W%y Highway - I f any adopted code o or i� ggs f approved old Cop and conditi ns is acknowledged: By: Dater / 2a I RECEIVED 1 CITY OF TUKWILA ity Of Tukwila E I BU WING DIVISION a JUN ,� 2 2015 PERMIT CENTER REV EWED FOIE L. Fps CODE COMPLIANC ©� wA',1� APPROVED � c JUN 2 5 2015 PROJECT 1 TH ST 372-3 City Of Tukwila CIF REC ION 'sloN A BUILDING DIVISI NJ LTR# VICINITY MAP NOT TO SCALE # I DATE / DESCRIPTION O 0 CUM M M p en00 N N OC)1 cn M 00 00 .. ._ 00 00 U a w -� U W 2 LU W �- a= N� 2_ O = W to J a> oo c1� o 0� a M z W Q�No I UJ ILI Y o Zoo I- U) � � I'— a W W 0 O W W DATE: JUNE 7, 2015 SCALE: 1" = 40' SHEET �E 1 OF 41 T*-)15—OIOd # I DATE / DESCRIPTION GRAPHIC SCALE 40 0 20 40 80 I 1 , I � , I I I I , I I I I I I � I 1 ' I 1 I 1 I I I I I 1 t 1 I I I i I I l SITE PLAN 160 REQUEST TO AUTHORIZE A SECURITY SYSTEM UNITED RENTALS 17700 WEST VALLEY HIGHWAY TUKWILA, WA 98188 SECURITY FENCE 12" MIN. FROM PERIMETER FENCE rn , , ' m 1 r r , , r , , I I EXISTING TO REMAIN CE ! IfTlll 1 /SFR , I I + I It , I I I f I 1 I , , I , t I I I I t i I I I I 1 1 t i I , I , , , I I , I + � I , , , I I 1 , , , I , I , I I I I I , I , I , I I , 1 , I 1 I , , I II , , , , I + I 1 I 1 I 1 , t I I I I EXISTING FENCE I TO REMAIN APN#: 3623049017 ISTING FENCE (COM) TO REMAIN 901.97' - - - - - o�---o-0 0 0 0 o b o 0 0 m EX. BUILDING x IM' EX. BUILDING ------� I TY FENCE 12" MIN.' PERIMETER FENCE ::;� — — — J_ SECURITY FENCE 12" MIN. — 0 EXISTING ONSITE GRADE EXISTING FENCE A OD EXISTING OFFSITE GROUND SECURITY FENCE-",,- 12" MIN. — 0 EXISTING FENCE EXISTING ONSITE GRADE 269.42' APN#: 3623049062 1 1 (Co m) co EXISTING OFFSI7E GROUND C� --— LEGEND — — — ROW LINE CENTERLINE — — — PROPERTY LINE --------- SETBACK — — — — — — — — — LANDSCAPE EASEMENT EXISTING SCREEN FENCE EXISTING FENCE ------------------------------------------------------------ PROPOSED ELECTRIC FENCE LS = LANDSCAPE AREA STORM DRAIN: THERE IS NO EXISTING STORM DRAIN ADJACENT TO THE PROPERTY. NO STORM DRAIN IS BEING PROPOSED AS PART OF THIS PROJECT. UTILITY RIGHT—OF—WAY/EASEMENTS NOTE: THERE ARE NO UTILITY RIGHT—OF—WAY OR EASEMENTS LOCATED ON THE PROPERTY. DRAINAGE/IRRIGATION NOTE: THIS PROPERTY IS NOT LOCATED IN THE 100—YEAR FLOOD ZONE. THERE ARE NO IRRIGATION OR DRAINAGE EASEMENTS ON THE PROPERTY. LANDSCAPE/RESERVATIONS NOTE: ALL COMMON AREA LANDSCAPE WILL BE MAINTAINED BY A LANDSCAPE MAINTENANCE ASSOCIATION. THERE ARE NO RESERVATIONS FOR PARKS. SCHOOLS OR OTHER PUBLIC USES. 1 1 1 r �o 1 0 1 1 0 1 1 1 .a. Gd 1 PROJECT DATA 1 APN#: 3623049057 ACREAGE: 8.96 +/— NET ACRES 8.69 +/— GROSS ACRES BUILDING FOOTPRINT- 35.320 TOTAL S.F. 1 LOT COVERAGE- 9.3% COVERAGE 1 ZONING: EXISTING: COM 1 PROPOSED: COM PARKING: REQUIRED: RAMS PROVIDED: 3 + SPACES REVISION, MINIMUM FENCE SETBACKS: FRO changes shall be ma REAR — 100-pf work without prior SIDE — 1Tukwila Building 1 ROTC: Pevisiu^ns will r quim i 1 NOTES: and t am/ Ins:,'t.tSln caddo'lionr,l 1 POLE LOCATIONS - STEEL POLES: TO BE LOCATED APPROXIMATELY ON EACH SIDE OF GATE(S) & EVERY 90-(OR GREATER) TURN IN FENCE LINE. FIBERGLASS/INTERMEDIATE POLES: TO BE LOCATED APPROXIMATELY EVERY 30' DISCLAIMER: POLE LOCATIONS MAY SLIGHTLY DEVIATE FROM 1 STIPULATIONS ABOVE DUE TO ON —SITE CONDITIONS" FOR: DEVELOPER s dl,mbincg United Rentals !:'-s IPipino 17700 West Valley Highway Tukwila WA 98188 !- I FILE CC P it No. Plan rags approval is subject Approval f construction the violatic n of any adopted co( d approl Rold Copy and cor �, RECEIVED CITY OF TUKWILA �1 MAY 0 4 2015 PERMIT CENTER g�9rooms a�nnd�omis�iO�i�ECT �-Rot-authodze ordinance. Receipt is is acknowledged: A3• 11P City of T lxo SCALE O M M 00 O M P, N 00 d- �, �Cd ;00 .� � oo h U�w �J LlJ op scope I 11 1 9Val ofn. I " ' ?n Submittal ,Lji , t ~.._..... ..._.I W i' RE ED F R N <CODE MPLI CE Q A R VE = MA N� 9 201 2 = PCB Ci = W Tukwil H J IDDIVI ON �Q C) o Q � � V OH M Z � UJ 5 W ?, J M IL mm LLJ CYO Z ~ IS E- U J H ~ w W x DATE: APR. 28, 2015 SCALE: 1" = 40' SHEET I OF4 EXISTING PERIMETER FENCE SECTION N7SL EXISTING PERIMETER FENCE SECTION Nm -� ff MMDEWMMM DlAi 1'E,EL PO , .: `fir Uflt' 'tr.! 1n-A, DUI IhtG CtE NS CFtUCTIt VSTEEL t d1.E S LL BE ALLE$lPPtT q ElX{ NU SPANG FRO �j BOTT. OF FOOTING. �t TmE 1 R PER IN-STAL.VA .: IN T CTlo : fir .) 17 4" INw. OR :hi J! fits EVERY W, N �- ' rra+ IS ANO .PEIr f THE cENlrt: Tf#V PUU.: Tld� 7tG�i�'�tE�S �Ef,Ai1'Eit�iA7ffl. if3fii'OPPOSITUSIDES OFIRE WE NfTtiNG HQ"i5. wotg:,wUo1 $0, WRAPPEq' - _ 14 G.: * _ Via�a�;t`ciusr i . e"M.. u 4t r _ S1�,i + 'AOEI aM#iV�IGit1t sit �tcrw�cr. :.i' OT MOM_ + AivW �. 13. +c . 1-4 tit �• q `z RECEIVED w ■ W _. to REVf E D FOI CODE C PLIAN W _ AP VED MAY 2015 CI C'ty u `J I IN DI .a W W ta 30 a z W h Z iL ( �•. H W W N. DATEr APR. a8, 2015 sue: N/A SHEET # I DATE / DESCRIPTION MNS" EXTENSION � PANEL � f m sw"rl emi 3" SEPERATION I� Y 11€ EX. GATE GATE MOUNTS WLL NOT AFFECT FUNCTIONALITY OF THE GATE(S). GATE DETAIL N TS t �t r{y'y r'r�r"�iz �'7 4 sal r s2 .ts rsa t't s�` s y s : tJ < i r, {tss�,��ztt�l f�N{ "`��{r �'st � 1 7} ���.# �'z ✓ �S � to �� � � � r � � ,x ijr s}�✓ ��zj 4 �irt�c��i���r'� swgs `�i�?^>t3 rr' ate �+j�`��i�}f5' l�� t { ,x q,�� � + s ttt tY � rzy�x�#R�'s � y n ise''fi �� rid � � k�� z x�� '���'7t `��i.�"i�+ �t .".4�° fi•, x ,� "� } BARE COPPER WRE, #8r{ `OrAVodlog Gon#M Condo 1 4Z IS 14/2 BA►TRY, WIRE RUN DETAIL N TS DISCLAIMER: ELECTRONICS LOCATION IS SUBJECT TO SITE CONDITIONS OUTSIDE MOUNTED ELECTRONICS SOLAR PANEL SIREN TYP (2) PLCS MOUNT THREE EMPTY GALVANIZED SILVER BOXES TO A PAIR OF 3"0 GALVANIZED EMT ELECTRICAL CONDUIT STEEL POLES. THE BOTTOM OF THE LOWEST BOX MUST BE AT LEAST 2 FEET ABOVE GROUND LEVEL, AND THE POLES MUST BE ANCHORED AT LEAST 5'-6" BELOW GROUND LEVEL. ALARM PANEL I I (24 11 X 3 6 ") I I L -- J BATTERY I I (24. 11 X36 L __ J CONTROLLER I- — — -� (24"X36") I 3 O GALV. EMT ELECTRICAL CONDUIT I L — — I J TYP (2) PLCS o z N EXISTING GRADE l=III- 11Ell 1 1 TI 1=1i1= I I —III —111`III`I —I I —III- I I —I I� ' 11=IIII`� I`I I I`I I�' .III=1il=lir .I-111`__I FIEW: I I`III—I —I i I I I —I —III—III—III—I I MdI1=1 7111=1I1=1 1=1 I I 11=1 —I I I —I I I I —I 11=1 11=1 I i—I I I I__.' e I ..1I— I I I �. I a. ,III °III —III —I I —I 11—I 111—III I`III—I i t I < I III—i I _ 1=1 1I11=1 1=1 11-1 I I i I —II I I= I z~CD I I= = 0 un z_ 21500 PSI(MIN)CONCRETE -1 I i—III—III 1I I I _ I 11= I I^I <' . I � ° d �. I I 1=1 111-111 IJ I —I I I I I LEI !=1 p I I � i ° III-11 I=111- I 1=1 I- M 11= Loo M n 1- 0 TYP _ -1I11=1 -i =1 —I I __ I 11J I —III I I �' e. o I—i 1 III I —I a I •. ` _._ .<. ° I III I I`I I —I I � LL III '1—I —III I-111� IIIIi -- I I1 . I a° . :.' I III —I 11=11 —III_ I I I111i1r= I J=� 11. l'-0"o (WN) TYP BOTH FOOTINGS STEEL POLE DETAIL 1 /15/14: THE MOUNTED ELECTRONICS WILL BE LOCATED AT LEAST 20' FROM THE FENCE REG61VED CITY OF TUKWILA MAY 0 4 2015 PERMIT CENTER 2 Lu W >- m Q RE D F Q 3: CODE MPLI w = A COVE NO M 19 201 w = =W Ci frT J w I 0h o G h� r� W 4 N (a J Q w S mm M {� C FL � Z w IL' TZ h iL Q w J ~ F- W F W a W � DATE: APRIL 28, 2015 SCALE: N/A SHEET30F3 I m !2