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HomeMy WebLinkAboutPermit D16-0309 - PENHALL COMPANY - HIGH SECURITY FENCEPENHALL COMPANY 11001 E MARGINAL WAY S D16-0309 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0323049183 11001 E MARGINAL WAY S Project Name: PENHALL COMPANY Permit Number: D16-0309 Issue Date: 12/8/2016 Permit Expires On: 6/6/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ROBBLEE INVESTMENT CO 11010 PACIFIC HWY SO , SEATTLE, SC, 98168 CAROL BAUSINGER 121 EXECUTIVE CENTER DR #230 , COLUMBIA, SC, 29210 ELECTRIC GUARD DOG LLC 121 EXECUTIVE CENTER DR #230, COLUMBIA, SC, 29210 ELECTGD877JE ELECTRIC GUARD DOG LLC 121 EXECUTIVE CENTER DR, STE 230 , COLUMBIA, SC, 29210 Phone: (803) 404-6189 Phone: (803) 786-6333 Expiration Date: DESCRIPTION OF WORK: INSTALLATION OF 10 -FOOT HIGH SECURITY FENCE INSTALLED INSIDE THE EXISTING PERMITER FENCE. OPERATED BY A 12V BATTERY (DC)/SOLAR POWERED Project Valuation: $9,200.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $491.22 Occupancy per IBC: Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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: UAL; Date: 1)= lJ`1 (t) 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 Name: Y Date: /7-1— /e 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: 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. 7: 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. 11: Maintain the minimum gate width of 20 ft. for fire department vehicular access. 12: Provide a fire department Knox Box with a switch for de -energizing the fence/gate, or some other means approved by the fire department. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: 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 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 SouthcenterBlvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 1 (For office u e 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 Site Address: 11001 E MARGINAL WAY S Tenant Name: PENHALL COMPANY PROPERTY OWNER Name: ELECTRIC GUARD DOG/CAROL BAUSIN( Name: ROBBLEE INVESTMENT CO City: COLUMBIA State: sc Zip: 29210 Address: 11001 E MARGINAL WAY S Email: CBAUSINGER@ELECTRICGUARDDOG.0 City: SEATTLE State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: ELECTRIC GUARD DOG/CAROL BAUSIN( Address: 121 EXECUTIVE CENTER DR STE 230 City: COLUMBIA State: sc Zip: 29210 Phone: (803) 404-6189 Fax: Email: CBAUSINGER@ELECTRICGUARDDOG.0 GENERAL CONTRACTOR INFORMATION Company Name: ELECTRIC GUARD DOG LLC Address: 121 EXECUTIVE CENTER DR STE 230 City: COLUMBIA State: sc Zip: 29210 Phone: (803) 786-6333 Fax: Contr Reg No.: 602-721-479 Exp Date: 04/10/2017 Tukwila Business License No.: BUS -0996273 H:Wpplications\rorms-Applications On Line \201 I Applications\Pennil Application Revised - 8-9-1 l.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0323049183, 172 & 067 Suite Number: Floor: New Tenant: ❑ Yes J ..No ARCHITECT OF RECORD Company Name: ALLIANCE ENGINEERING Engineer Name: NICHOLAS JASPER Company Name: City: SALEM State: OR Zip: 97301 Phone: (503) 589-1727 Fax: 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) Name: ELECTRIC GUARD DOG LLC Address: 121 EXECUTIVE CENTER DR STE 230 City: COLUMBIA State: sc Zip: 29210 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 9,200 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. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below FOOTAGE BELOW IS LINEAR 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? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 01 No If `yes', attach list of materials and storage locations on a separate 8-1/2 " 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. H:\ApplicationsWotms-Applications On Line\20I I Applications\Pennit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* 855 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? ❑ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 01 No If `yes', attach list of materials and storage locations on a separate 8-1/2 " 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. H:\ApplicationsWotms-Applications On Line\20I I Applications\Pennit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC 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 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑ ... Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: O 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 Application (mark boxes which apply): ..• .Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ... Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑- ❑ - ❑ . ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ... Water Main Extension Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # 0 ...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 ... Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplicalions\Fomts-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh 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). 1 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 OWNER 0 AUT :! i ZED AGENT: Signature: Print Name: JOHN Q LEE , DIRECTOR Mailing Address: 121 EXECUTIVE CENTER DR STE 230 H:\ Applications\Fortes-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Date: 11/09/2016 Day Telephone: (803) 404-6189 COLUMBIA SC 29210 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK • I PAID $472.40 D16-0309 Address: 11001 E MARGINAL WAY S Apn: 0323049183 $472.40 DEVELOPMENT $458.08 PERMIT FEE R000.322.100.00.00 0.00 $286.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $167.28 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9847 R000.322.900.04.00 0.00 $14.32 $472.40 Date Paid: Monday, November 14, 2016 Paid By: ELECTRIC GUARD Pay Method: CHECK 29230 Printed: Monday, November 14, 2016 12:56 PM 1 of 1 CPWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY ( PAID PermitTRAK $18.82 D16-0309 Address: 11001 E MARGINAL WAY 5 Apn: 0323049183 $18.82 DEVELOPMENT $18.82 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9848 R000.345.830.00.00 0.00 $18.82 $18.82 Date Paid: Monday, November 14, 2016 Paid By: NATHAN LEAPHEART Pay Method: CREDIT CARD 366268 Printed: Monday, November 14, 2016 12:57 PM 1 of 1 r<rffSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4f 630? 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request line (206) 438-9350 (206) 431-3670 Project: �,/� Type of Inspection: -7 Address: Date Called: Special Instructions: Date Wanted: ..--2..2*— /7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5Uitv/) /G inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 Allo- 0369 Project: ax ti P tL (c,t' i'f 'j° Type of Inspection: i31 LD 1RG- FI RAI - Address: //OD/ Ls, A/-019/1Y/7L 14r5 Date Called: Special Instructions: Date Wanted: 2.-2.1- l7 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: � 1J C 15-R4 i N/e1)/fn f 64 -1 -- inspector: Date:a-2-14 REINSPECTION OEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 0/6 -63139 Project: P€JY IM/tLL CO. Type of Inspection: FL96-, p24//LL Address: //1w/ F'. /HfA J/'J41L k)A & Date Called: Special Instructions: Date Wanted:,a. /-- 2_y-i6,p_ ; Requester: Phone No: Approved per applicable codes. • /Corrections required prior to approval. COMMENTS: ca it.ce l led CQ P,: f - moi. /" Ott 1 fesV- V'.e (vi-S19eG(a h Inspector: Date: ` r 17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. TION NO. INSPECTION RECORD Retain a copy with permit ©f6-o3o T PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projre ka* `` Type gfigpecr— og./ AddrRss Date Calle Special Instructions: �a3-511-7071 F -91-z. Date Wanted: C Requester: a 1 36(45/1 elf' Phone No: e23 W d y (a( c ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6et(Rd hy C� � ( �r �� f d�c� e�� l o b Inspector: Date: 2._ 2_7 d _, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 0309 t: PrLIfAL2 al4+Pit API Type spection: Her/ Are, Address: /1601 e MAIL -fes 01 S Date Called: Special Instructions: CALL Date Wante : 12 iY/id a.m. Requeste : Phone No: 601- zioq 6189 &Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection, INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project t- , pettL, Sprinklers: Type of In ave— Fi f�i Address* (/(')() Suite #: E�� 5 Contact Person: Special Instructions: a/ Phone No.: \Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17( -hr 1- i9 f2 \i& COR %Lt-e774A S r- 1! )y Nl (ti3 fz%Z fjr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7--1') C)/4"---- Date: 7—///-,// Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit — PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: pW Sprinklers: Type of Inspection: Address: Suite #: // 0 / 7W' Contact Person: Special Instructions: -_— r I i F irf At /J (yr A-ii-cv(:-.^) Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: So 1,711 ince Ss 62#1-6---- lfi/i(.6 72--g 6 e ---r- Ic d-7 M u5r i'( e v X02 `rucLwiti+- kEvl. /\O (L7/1 (ivIT-F (Si (atl_E L T Pre -Fire: / &157 -in L t- /(? - AY7-7" P)( 70 bc., D/ c A TE Ft riGf / ; f, EZFcT72i 6-3. -_— r I i F irf At /J (yr A-ii-cv(:-.^) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f S4- 1 rry' 1T3 Date: Z /I 4-1/ --4- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Corner Post INSTALLING A STEEL POLE 15 FT TEN 8" GAPS NINE 4" GAPS 8" GAP { 8" GAP r 8" GAP -[ 8" GAP [ 8" GAP-[ 8" GAP -[ 8" GAP -[ 8" GAP -T 8" GAP-[ 8" GAP--[ 4" GAP -C 4" GAP -F. 4" GAP -E 4" GAP{ - 4" GAP L 4" GAP C 4" GAP C 4" GAP L 4" GAP -C 0 0 ❑ 0 u ❑ ❑ 0 POLE CAP 44.7 ONE 3 -PIECE BRACKET FOR EACH WIRE (20 SETS PER POLE) r 5 FT 1 Fence Installation GROUND LEVil CEMENT `f FOOTING �. N N DIG1)481:E 1.1A Corner Post (15")WIDE If the metal poles are scratched/paint them; especially in the front or by ga(e' 1.1B Corner Post Bolts on bottom of insiiiafors should be tight and insulators= must be able to spin, freely acting as _a pulley. 1.1C Corner Post`' Install rnetatipoles in MIDDLE of hole vs front or back of hole with concrete. Fill hole with concrete to ground level. 1.10 Corner Post The #2 wire must be hot in every secti The #1 wire must be flat on the groun 1.1E Corner Post Medium springs are required on both of every section over 250 feet. 5/16"x2" GALVANIZED BOLT," SENTRY INSULATOR 5/16°47- GALVANIZED /16°?GALVANIZED NUT • ,-- .7 Install brakets FACING the direction of pull, except when used as an End Pole. • Install =END POLE brackets FACING the dir`eition of chain Zink Gate Pole (6" maximum from Gote Pole).CA 2 • Install ROLL GATE brackets FACING the direction of pull. • Install CORNER POLE EYES 0-8" from Chain Linke Pole at 90" diagonally. Medium (Insulator) Spring in Gate Spring R6 \'i� ikil }-D FOR COO liEL: 01 Nib rids City of Tukwila BUILDING DIVISIO RECEIVED CITY OF TUKWILA Lailit2016 PERMIT CENTER 1 (Q70())CA Steel poles Fence Installation 1.2B 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. 1.2D 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. 1.2F Short Sections A section of fence line that start and stops with 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 other end. Fiberglass Post Fence Instal at FIBERGLASS POLES RAPID TIGHTENERS & WARNING SIGNS RAPID TIGHTENERS 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 I5 THE MAXIMUM DISTANCE BETWEEN WARNING SIGNS. THE EXTERNALLY VISIBLE LANGUAGE SHOULD BE ALTERNATED, 50 THAT EVERY SIGN SHOWING THE ENGLISH SIDE I5 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 POLES FIBERGLASS POLES ARE SET AT A MAXIMUM OF 30 -FOOT INTERVALS. THEY ARE ALWAYS PLACED DIRECTLY IN FRONT Of A PERIMETER PAST` SO THEY CAN BE BRACED TO THE PERIMETER POST, IF NECESSARY. THE BOTTOM WIRE SHOULD BE FLAT ON THE GROUND. Installation 1.3 WIRE N0. 20 19 TIGHTENERS 6 1N 3 FT MIN MAX 18 - —}- 17 16-01.5 6 015 14 —0- 13 r'113 A 7,000 12 11 b1N uri 10 =- 9 7 6 !"1 5 4 0- 3 GROUND HOT HOT HOT HO't HOT HOT 3 FT MAX HOT HOT HOT HOT GROUND HOT GROUND HOT 0 GROUND HOT GROUND HOT GROUND fi 1 8" (MIN) 3 STRANDS OF WIRE EXTENDED 4 INCHES FOR ANCHOR 1.3A Fiberglass line post Fiberglass straight line. Install metal poles, pull bottom wire, then install fiber right behind line s0 fiber are in a straight line. 1.3B 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. ion 3 1. Brace Bands are located on top of #1, under #9, and asd high on the chain Linke as possible. 2. Springs are located on opposite side of lock. 3. All contacts must indude spring. 4. All contacts must have bolt through fiberglass (no set screws). 5. All Brace Bands hooked to chain link must have set screw. 6. Every gate panel must have a sign. 7. All gate contacts must be secured in a manner that ensures contact when closed by a blind person. m 0 Single Pane Gates GROUND (G) WIRES GROUNDED TO CHAIN LINK GATE (ON SPRING SIDE) 1 -INCH EXTENSION SPRINGS 11/4n FIBERGLASS POLE 1 -INCH EXTENSION SPRINGS DOUBLE PANEL GATE 1 gI /BRACE BANDS LONG END BENDS AROUND POLE J (Enlarged Birds Eye View) GROUND (0) WIRES GROUNDED TO CHAIN LINK GATE (ON SPRING SIDE) INSTALLATION 2.0 CT - -1i • — G L.1 Hot Hof — -• — =--G #9 #9 G G G Hot Hot G =Hot Hot G Hot Hot G ,.. G G Hot Hot G #1 _ _ #1 DOUBLE PANEL GATE 1 gI /BRACE BANDS LONG END BENDS AROUND POLE J (Enlarged Birds Eye View) GROUND (0) WIRES GROUNDED TO CHAIN LINK GATE (ON SPRING SIDE) INSTALLATION 2.0 Double Panel Gates 2.A Gates Use splices on jumpers on gates, all other jumpers use joint clamps not splices. 2.6 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 contact. POOR GATE CONNECTIONS ARE A COMMON CAUSE OF FENCE ALARMS. 2.D Gates Current travels only one way through the gate. If it returns, then trench urlcler gate wire #19 to 19 with weather heads on each side. 2.2 Double Panel r� Gate Brackets 2.0a Brackets INSTALLATION 2.0 A Fence Installat c�� 51 - to13 17,' 0 0 "7":,. .,,T in CVS2 17 0" .-1 . 3' M C "I 3 -0 13 a O' 3- M Om "I 3 0 0 n o 41 13 3 ri,oirCZtf) " rT1 gll o. exL c 5-. 6 5 ' lc.' •Z' ta a Ili .7.0.30zOn Co 130 V> m 1.0 O a en 0 "0 --- — CD -a- 7, 0..4 0 xi in C rt O a rr aln in Xbrritna Z O ' -% Ze- cl 0 a 9. 3 -0 a -. ft.'"7 Cup, n. g x -e m 6 • ...,-• R. a - ..... ‘.. 0 0- 51 -I m 0 0 , - m .0 tiiCASIAT3;" In - A —4, ''• ' • Vo 3 fD DI to .6.... 8 -c F s — - a- • ' L • (0 m .' ,,. 0. ? ti _. m „..... .. ,..._.,_ g -4., 2 uif l ... -t r, 5- 1:1113) 1 X Ni et • Z an VI c ..(1) \, tn-. ...• 3 eel • s 5 -t1 .< ,,,C e ' a 411 fa '6. 3 3 0 IA - M 0 ta 3 •• a. FT; a • 0 Bypass Gates 2.3 Bypass Gates • iP Ga ' • u-- �I j• .` ti ti• 4„1L`i i„ •• • `Y1 v.tn. 1 „ c i f. Contacts Ga 2.4A Contacts All contacts must have a bolt through the contact and fiberglass pole. All contacts must have a spring on one side. 2.46 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 Straight Bar Contact Male Contact Extensions A 0 • H Contact with 3"male contact • 'Y' Contact with 3"male contact extension 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. 2.5B Gate Springs "Air' gate springs. If gate loses tension, cut wire and re-pull. .17°r Iry —""'"'"77):177-- .71'2(10- ?4►+I"1i���1��1I1���ir��Ifs aT =IV:4-14 it A Akar hill 1r re not aired .111Mennme medium (insulator) spring not aired Energizer ALARM Batter/ Solar Fence Breakdown Fence Contro INSTALLA1ION 3.0 REM 10Cond r11_ARJ`11 MiNJEL c<� #8 Copper Wire GROUND RODS 14/2 WIRE RUN CHART All exposed wire requires 3/4" electrical PVC 10 Cond 0I1 50+ FT, Also Use 14/2j �UTDOOR '2 Box C1�_ KEYPAD KEYSW ITCH o 10 Condi; -1 r1 >>`N"1'; ) ! ;3 (511.11Ex ;3ox) ) 10 FT •f 10 FT—* krtr C �J fes` Grounding Control Conductor Return FENCE Feed 14/2 BATTERY utside Mounted Electronics 3 -Fence Controllers 4 inches 7 2 i& } 4 inches 3 Galvanized Ground Rods (mininum 10 FT apart) 2 .f Bi Alarm Panel (Galvanized Silver Box ) Battery ( Gaivonized Silver Box) Controller _ ( Galvanized Silver Bo: Ground iwa4 Mount three empty galvanized silver boxes to a pair of 16 -foot tall' 4x4 wood posts. The bottom of the 'iowest box must be atleast 2 feet above ground ... ... and the posts must be anchored at least 4 feet below level. 'The entire electronics r' v ensemble must be e/ grounded to a series of 'r) three galvanized ground rods located no less than 10 feet from each other. TT/ : z Y €119E..) ,...../... _, v-,..._ /' �� . + 4x4 Posts c(18 feet toll) 1 1 Solar Panels 3 -Fence Controllers Installation 3.4 C XI FR X Z$ Ill M !a' MM SR CI W sear rl N 7i m m i + 3 4D _ —4. -F Vs o 0 a V, CO rO 7• Z Xi 0.01 a w-3 o fp r ffs 0f Q m 4 Q 3 pawl:ALLIANCEFilm / no ENGINEERING S2700 Market St. am, OR 503 589-1727 FAX 503 589-1728 STRUCTURAL CALCULATION PROJECT No. GS2100116 Fence Post and Solar Panel Support Post Analysis OWNER / LOCATION: Penhall Company 11001 East Marginal Way S Seattle, WA 98168 CLIENT: Electric Guard Dog 121 Executive Center Dr, Suite 230 Columbia, SC 29210 ENGINEER: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 2016 PERMIT CENTER .D\ /(0°1 Property of Alliance Engineering of Oregon, Inc. Unauthori ed 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 GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.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. 2015 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 GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.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) Vw;nd := 160 MPH Wind Exposure: Exposure •— Footing and Post Hole Desiqn Values: gsoil := 1500 psf Assumed soil vertical bearing capacity s 01 = 150 psf Assumed soil lateral bearing capacity dia_footing := 1.50 ft post footing diameter Concrete backfill = "Yes" Backfill in main posts (GO TO LAST PAGE FOR SUMMARY OF RESULTS) GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 3 WIND ANALYSIS: Design per ASCE 7 Vwind = 160 Basic Wind Speed kd := .85 Wind Directionality Factor lczt= 1.0 kZ = 0.850 Iw = 1.00 Topographic Factor Wind Exposure Factor Importance factor qh :_ .00256•k .kZt kd•Vwind2 -Iw qh = 47.35 psf Calculated Wind Pressures: dia wire= .1121in Cf:= 1.2 Gfence .85 gwind := qh. Gfence. Cf gwind = 48.3 psf Velocity Pressure GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.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 " 6.63 121 2 gwincl 12 ) c1 1 Mr_wind_cl 2 1000 Mr wind cl = 16.0 kip -in olumn 1 location cornea_ posts nwires 20 Required moment capacity due to wind Next, Check loads due to wire tension: Fwire tension 20.7 lbs per wire lcl 1 Mwire tension DL := Fwire tension'nwires • Mwire tension DL = 24.8 in -kip 2 1000 - - Column Information: Column_l := "4dia40" tet = 0.24 in Thickness of column material Del = 4.5 in Outside diameter of column section .. Fy_cl := 35 ksi Esteel = 29000 ksi Determine Allowable Axial Load: kct := 2.1 rcl = 1.51 in t lcl Slendemess_cl LKc 1'— Slendemess_c1 = 167 rci Note: Slendemess ratio is less than 200, thus OK. Slendemess ratio GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 5 Next, Check for compact, non -compact, or slender element section: Dc1 WTratio_cl = — tcl NCSlimit_cl Fy_cl .11.Estee) Esteel SLlimit ci 4.71 Next Calculate Q: WTlow limit ci WThigh_limit_c l Fy_cl Qc1 Fy_c 1 .11 •Esteel Fy_cl .45 • Esteel .03 8 •Esteel 2 +— Dct 3 Fy_cl (— tcl WTratio cl = 19.0 Width -Thickness ratio NCShmit cl = 91.1 non -compact section limit SLlimit c1 = 135.6 Slendemess equation chooser limit (Equations E3-2, E-3, E7-2, E7-3) WTlow limit cl = 91.1 WThigh_limit_cl = 372.9 Qci = 2.32 Qcl if[(WTratio_cl) < WThigh_limit_cl > Qct > 1] Qct if[(WTlow_limit_cl) < WTratio_cl>Qcl > i] Qct := if[(Qcl) < 1,Qc1,1] Qct if (WTratio_cl < NCSlimit_cl >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. GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 6 Next, determine allowed critical axial load. Fe c1 := 3.14162 E steel Fe ci = 10.27 2 — Slendemess c1 Qc1'Fy_cl Fe cl Fcr a_ci := Qci• .658 — 'Fy_c] Fcr b c1 := •877'Fe cl Fer b ct = 9.01 Fcrci=9.01 Fcr_cl'Ac1 Pn_c1 1.67 Fcracl=8.41 ksi ksi (allowable compression stress) Equation E3-1, E7-1 (ASD) Fn ci = 17.1 kips Allowed axial load Next, Determine Allowable Bending Toad: ksi Determine h/t and check for compact, non -compact, or slender element section: (flexure) WTfl ratio cl = 19.0 Esteel CSfl limit cl :_ .07 — — Fy_cl Width -Thickness ratio (Esteelj NCSfl limit_cl := .31 Fy_cl CSfl limit cl = 58.0 compact section limit NCSfl_limit_cl = 256.9 non -compact section limit GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 7 First, Determine allowable moment based on Yielding (a): Mpy_cl := Zc1'Fy_cl Mpy_c1 = 150.90 kip -in Allowable moment based on yielding Next, Determine allowable moment for non -compact sections (b): Estee] Mpfl_nc_cl [.021 + Fy_cl 'Scl WTflratio cl Mpfl_nc_c1 = 215.61 kip -in Allowable moment for non -compact sections Next, Determine allowable moment for slender element sections (c): .33Esteel Mpfl_sl_c l WTfl_ratio_cl Mpfl_sl_cl = 1620.17 Scl 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 1.67 Ma cl Mcx ci = 90.36 kip -in Available flexural moment (ASD) Pn cl = 17.1 kips Allowed axial Toad (from above) Determine Applied Axial Loads: Pdead c1 .500 Pdead c1 = 0.5 Next, Check all load cases that may control (ASD): Pdead_cl Co1_usagecl.— + Pn c1 Co1_usagecl = 0.31 kips Applied axial dead load (2 21 5 L(Mr wind_c1 + Mwire_tension_DL) + MJ wire_tension_DL Mcx cl Combined usage of column (Worst Load Case condition). 2 Note: Less than 1.00, thus OK. GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 8 EMBEDMENT FOR Primary Electric Fence Posts:: Calculate the minimum required post embedment depth for lateral loading. Va = 797 Ibf Lateral shear load at the groundline Mtot = 29553 Concrete backfill = "Yes" in -Ib Moment at the groundline (based on combined wind and dead loads) dia_footing = 1.5 ft. Main post footing diameter Ssoil = 150 Hpost 12.2 psf Lateral capacity of soil Lpost_bndg depth_trial = 4.5 Height at which an equivalent lateral Toad is applied to determine Hpost = 5 ft required footing depth. ft Trial depth of post hole to determine final required embedment depth. Si 2Ssoi1'depthpostnc 1.33 1_ftg: 3 A := 2.34 Ppost (S I_ftg)' bpost Sl—ftg = 606 A = 2.05 4.36•Hpost - 0.5 C 1 tlepth_linepost := 0.5•A• 1 + 1 + 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 GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.xmcd 9 Next, Check the poles for an Electric Fence Control / Solar Panel Support. dia footing:= 2.0 ft post footing diameter Lpost_bndg 108 in Height of support gwind = 48.3 psf Velocity Pressure qh = 47.35 psf Cf_panel:= 1.6 gwind_panel:= gwind'Cf_panel gwind_panel = 77.27 psf Calculate the moment induced by the control boxes and the solar panels. Wind_solar := gwind_paner4•7 Sf WindCP := gwind_paner 3 Wind solar = 363.191bs WindCP = 231.82 lbs sf 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" Mtot :– Wind solar' 121 + WindCP' 36 + WindCP' 64 + WindCP' 92 Mtot = 88.46 kip - inches 1000 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: Mtot lb .= — 2.3 fb = 38.46 ksi < 50 ksi OK Check slenderness: kc1 := 2.1 r := 1.16 in Lunsupported Slendemess cl := 1cc1' r Lunsupported := Lpost_bndg Lunsupported = 108 In Slendemess_c1 = 196 Slendemess ratio Note: Slendemess ratio is less than 200, thus OK. GS2100116 (Penhall Co -Seattle, WA) 10ft fence post and 9ft panel support RO 110316.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 Mot -1000 Ppost 1-• post_bndg 2 Ppost = 1638 lbs L'post_bndg H 4.5 ft Hpost 2.12 post = Ss01 = 150 psf Assumed soil lateral bearing capacity depth_triat = 5.3 ft Trial depth of post hole to determine final required embedment depth. S _ 2Ssoi1•depth_tostnc 1.33 I_ftg 3 A := 2.34 Ppost �S1_ftg)'bpost S1_ftg = 704.9 A = 2.72 r 4.36•H 0.5 d0.5•A. 1 + I 1 + post11 epth�ostnc := L A JJ depth postnc = 5.3 This is the minimum required post embedment depth calculated for lateral loading. NOTE: Use 5' - 6" embedment THE END ?EMIT COORD CQPV PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: 116-0309 DATE: 11/21/16 PROJECT NAME: PENHALL COMPANY SITE ADDRESS: 11001 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Y -O- A -III'? Building Division DM N k \' Public Works Fire Prevention Structural j NI lil► SII Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 11/22/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/20/16 Approved Corrections Required ❑ Approved with Conditions 111 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 Electric Guard Dog LLC Horne Espanol Contact Safety & Health 0 Washington State Departmentof Labor & Industries Search L&I A -Z Index 13elp Claims & Insurance Workplace Rights 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 WA UBI No. 602 721 479 Suite 230 121 Executive Center Drive COLUMBIA, SC 29210 803-786-6333 Business type Limited Liability Company Governing persons LLC ULYSSES MANAGEMENT NATHAN LEAPHART; 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 Bond account no. PB02685900018 Received by L&I 04/10/2013 Insurance .............-................ Admiral Insurance Co Policy no, CA00002012803 Received by L&I 10/03/2016 Insurance history $12,000.00 Effective date 02/20/2013 Expiration date Until Canceled $1,000,000.00 Effective date 10/01/2016 Expiration date 10/01/2017 Page 1 of 2 air; i My Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602721479&LIC=ELECTGD877JE&SAW= 12/8/2016 GRAPHIC SCALE 40 0 20 40 80 160 (INFEST) 1 inch = 40 ft. APN: 0323049/52 (C) APN: 0323049097 Plan review ^ sroa; : is subject to errors and omissions. Approval of constrn :ion documents does not to hoi'1 3 the violation of any a opted code or ordinance. Rccoi3t of approved Field Co, iy and conditions is achnowled_ od: �7 s By: Date: ( ity of Tukwila SUILDING DIVISION rN----o JEVISIONS changes sI- u h' rn:de to the scope of work ��ritlt t pri r approval of Tu' vri!a Eui'd,ng I) vision TE: f:11ws V. 'II rc.cuiro a r p'an submittal In ./ adc tional ran rc:r:av' fac (C) APN: 0323049066 (C) 141.06' SF -4 ;111T Ci: Meci1anicc) Electrical Piumbing Cas Pipinn C/ ct APN: 0323049014 (C) — — - am Ns ma r I SECURITY SYSTEM 6"-12" MAX. FROM PERIMETER FENCE EXISTING FENCE TO REMAIN 194.34' / • • SITE PLAN REQUEST TO AUTHORIZE A SECURITY SYSTEM PENHALL COMPANY 11001 EAST MARGINAL WAY S SEATTLE, WA 98168 \ • • Na cP • • • • • • crI ?c OX BOX r � Cn O OCATION V N w \ \ \�20 124.97' GI's EXISTING FENCE TO REMAIN SECURITY SYSTEM 6"-12" MAX. FROM PERIMETER FENCE 297.13' — — - C0NTR0LLER/POgR SOURCE REGULATING & MONITORING EQUIPMENT. \ EX. BUILDING \� \ SECURITY SYS M 6"-12" MAX: FROM PERI TER FENCE EX. 20' GATE EXISTING \ FENCE TO REMAIN • • 37 V• • • EXISTING FENCE TO REMAIN SECURITY SYSTEM 6"-12" MAX. FROM PERIMETER FENCE • APN: 0323049029 (C) 124.88 0 ▪ - DEVELOPER Penhall Company 11001 East Marginal Way S Seattle, WA 98168 LEGEND ROW LINE CENTERLINE PROPERTY LINE SETBACK LANDSCAPE EASEMENT EXISTING SCREEN FENCE EXISTING FENCE PROPOSED SECURITY SYSTEM LS = LANDSCAPE AREA SECURITY SYSTEM 6"-12" MAX. EXISTING FENCE PL EXISTING ONSITE GRADE EXISTING OFFSITE GROUND /. EXISTING PERIMETER FENCE SECTION NTS. SECURITY SYSTEM 6"-12" MAX. 0 EXISTING FENCE EXISTING ONSITE GRADE / 4 -03 EXISTING PERIMETER FENCE SECTION EXISTING OFFSITE GROUND 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. PROJECT DATA APN: ACREAGE: 0323049067, 0323049172 & 0323049183 3.29 +/- NET ACRES 3.29 +/- GROSS ACRES BUILDING FOOTPRINT: 9.500 TOTAL S.F. LOT COVERAGE: ZONING: 6.67% COVERAGE EXISTING: C PROPOSED: C PARKING: REQUIRED: 19 SPACES. PROVIDED: 19+ SPACES MINIMUM SYSTEM SETBACKS: FRONT (STREET) - 3' SIDE - 30' REAR - 38' NOTES: POLE LOCATIONS: STEEL POLES: TO BE LOCATED APPROXIMATELY ON EACH SIDE OF GATE(S) & EVERY 90' (OR GREATER) TURN IN SYSTEM LINE. FIBERGLASS/INTERMEDIATE POLES: TO BE LOCATED APPROXIMATELY EVERY 30' DISCLAIMER: POLE LOCATIONS MAY SLIGHTLY DEVIATE FROM STIPULATIONS ABOVE DUE TO ON-SITE CONDITIONS" BOEING ACCESS RD REVIEWED FOR ti:TDE COMPLIANCE APPROVED DEC 01 2016 DATE / DESCRIPTION � N M 00 I O Md' O 00 00 W 1- 0) D w V Q N � re Q co • CD m it co t3! Q n QJ w • O W ;W 1- L O 30 APN: 0323049067, 0323049172 & 0323049183 SHEET TITLE: z a w fN DATE: NOVRic V ED CITY OF TUKWI SCALE: 1" = 40' NOV 1 4 2016 112TH ST SHEET PERMIT CENTE A VICINITY MAP NOT TO NIL IN TALLATI WIPES P INS TRUCTIOl‘IS (TYP.) NOTE: DURING CONSTRUCTION. STEEL ROLE 'MLL BE SUPPORTED EXTER TO ASSURE 2" MIN. SPACING FROM BOTTOM OF FOOTING. Als 2,500 PSI CONCRETE 444,44460141.10.0401.141%.11.44%004„:„......4 4444400440040.04404.4444440,444044404444.444400404440044444.444444444.0004444044.44.444044444404144444.4040444441004404.04.444444004.0400440404444444404404044.410444004404 .":44r41011410014 '14, V4,Ittr:4*,°1'1%4, '4447= '' "1r,M*411414:44. 44',;:47°44"-'40141!44",1?" NOTE: BOTH ENGLISH AND SPANISH VERSION OF THE SIGN" W1LL BE PLACED EVERY 60 FEET MAXIMUM.. PER INSTRUCTIONS FIBER2G' ADs1 As, (miN.) TENCOM (ORp POLE uE ) u 00tj1, s ., F ammo IONIMIN AMMO G.GRADE 4-4.144; 3 STRANDS or WIRE EXTENDED 4" MIN. FOR ANCHOR PIE3ERGLASS POL1 .47 NTS FES TE NERS. RAPID GHrENsts AP.E INSTALLED IN EVERY SECTION.- SMASH , 6 INCHES AND 3. FET FROM A FIBERGLASS POLE TOWARD THE CENTER OF THE PULL , THE TIGHTENERS AR ALTERNATED ON OPPOSITE SDES OF THE` Pow TO PREVENT GROUNDS. FROM HITTING HOTS. .", WIRE SI4OULI) CE wsReeso TWO OR THREE TIMES ATIOUPII) EACH etotITENEFt. WARsnito Sided MUST fl IIISIALLEORVERY 60 FEET, 'Eli,IIC14 • IS THE MAXIMUM elivrAtica BETWEEN WARNING SIGNS. 114e'EXTERNALLY 1 Sc SIDE sno71ttorosteloAtwit:14Aylt teilLANGUAGEi THAT EVERY SNOING' TOE ENGLISH iRI44 StioWING InEEPAN'$1%:T° FOFtEITiATO.orts10014ittist.‘ti Lt. ARMING SIOISE eilOutti 13E.. Moutittp..strysEEN WIRES 12 &13 15 14 13 4,44" 0"41- 5. 40, 0,40'CL1 v4-4. <Or ft DATE / DESCRIPTION REVIEWED FOR CODE COMPLIAN( APPROVED DEC 0 1 2016 City of Tukwila BUILDING DIVISIO N DATE: NOV. 1g8ft/EE smE: NATY OF TU Wei Nov i 4 20 SHEET PERMIT CEN - 2 OF 3 ILA 3 ER SECURITY FENCE BANDS ...INCH EXTENSION SPRINGS GAT SND (G GROUND TO CHAIN LINK GATE ION SPRING SIDE) 1 UN (G) WIRES D DTO N LNI GATE N SPRIG SIDE) 1. rn: 2. Springs um 1 Inds 44 Mi cant NOTE: GATE MOUNTS WILL NOT AFFECT FUNCTIONALITY OF ME GATE(S). GATE DETAIL N TS Iir ; 4"' c ri P'C OUTDOOR BOX' KEYPAD / ICEYSWITCH BARE COPPER i RE , 8 WIRE. RUN DETAILS NTS OUTSIDE VOUNTED ELECTO\ICS SOLAR PANEL SIREN TYP (2) PLCS ALARM PANEL (24"X36") L r L r BATTERY (24"X36") CONTROLLER (24"X36") 3"0 GALV. EMT ELECTRICAL CONDUIT TYP (2) PLCS EXISTING GRADE 2,500 PSI (MIN) CONCRETE TYP '1 I I1 11 11 I=I I I—I I I—III-I 111==.7_111E -111E-111 =1 I i—i I I—III—I 11-111-11I—I 11 =1 I I—III—III—I 111-111-1 1 1-1 1 1 11-111-111-111 -1 I 1=III-11 I—I 1 -111-111=III it l l� 111— 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. J 1 J 1 'ill—I� 1—III-11 E111 -1-111.1.-- 1E1117--=-1 1 1—Ill-11 111—I1I- -111-1 Iii—Il1= —III—I III—III= =III—1 III—III= —111-1 111—I 11= =III—I 111-111= —ISI—II 111-111- —111-11 II=IIITT 1' -6"o (MIN) TYP BOTH FOOTINGS STEEL POLE DETAIL b16 030 City REVIEWED FOR CODI~ COMP _IANCE APPROVED DEC 01. 2016 of Tukwila BUILDING DIVISION DATE / DESCRIPTION rw.i) 0 0 2 w > 0 u) w to N w OZco t - Ov. rL c0 QQ� o�< u)w =~ w o' - w 1- 1 W 0 M 00 0 M 0 N 0 M 0 0 O M 0 O. 1111111111111111111111101/ TYPICAL DETAILS w J 1-- 1- W W 0 ANNIMMIMM DATE: N C /i.T , 1 J K SCALE: N/A NOV 1 4 20 SHEET 3 0F 3