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HomeMy WebLinkAboutPermit D04-236 - INSURANCE AUTO AUCTION - CAR SHOWROOMINSURANCE AUTO AUCTION 8801 EAST MARGINAL WAY S D04 -236 O 1908 � Cit y G. Tukwila DEVELOPMENT PERMIT Parcel No.: 5422600060 Address: 8801 EAST MARGINAL WY S TUKW Suite No: Tenant: Name: INSURANCE AUTO AUCTION - SEATTLE Address: 8801 EAST MARGINAL WY S, TUKWILA WA Owner: Name: KENWORTH MOTOR CORP Address: 8801 E MARGINAL WAY, SEATTLE WA Contact Person: Name: DAVID KEHLE Address: 12720 GATEWAY DR, STE 116, TUKWILA WA Contractor: Name: SGA CORPORATION Address: 1501 N 200 ST, SHORELINE WA Contractor License No: SGACO * *084BS Phone: Steven M. Mullet, Mayor Steve Lancaster, Directoa- D04 -236 09/27/2004 03/26/2005 Phone 206 433 -8997 Phone: 206 778 -2191 Expiration Date: 01/10/2006 DESCRIPTION OF WORK: INSTALL METAL PLATES OVER EXISTING CONVEYOR HOLES AND EXISTING PITS, AND /OR FILL AND CONCRETE SLAB OVER SOME PITS AND EXTERIOR FENCING IN SOME AREAS. CHANGE USE FROM FRACTORY TO CAR SHOWROOM AND VEHICLE STORAGE. REFER TO D04 -237 FOR NEW WATER ME-TER, DOMESTIC WATER AND FIRE PROTECTION BACKFLOWS. Value of Construction: $100,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: II -N Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fees Collected $2,037.27 International Building Code Edition: 2003 Occupancy per IBC: 0010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit N doc: IBC - Permit D04 -236 Printed: 09 -27 -2004 Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tufivila.wa.us Z W � �U U U J = F.. N W w 9-1 LL- d U� = �. w Z f- HO Z W U� ON o�_ wW LL O Z w U= O Z 3 � ' N 2 190E i Water Main Extension: j Water Meter: Cit y o Tukwila Steven M. Mullet, Mayor Department of Commimity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director doc: IBC - Permit D04 -236 Printed: 09 -27 -2004 Z Z 2 D UO CO 0 W= N LL . W O Q � LL Q U D �W Z I— O ZZ F- G 5 U� N. O— o H WW U O tll Z CO O Z kJ r �Y�11LA, � WN� r 1908 Permit Number: Issue Date: Permit Expires On: Permit Center Authorized Signature: Date: ^°Z d/V G' I hereby 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. —1 City 0. , Tukwila Departure► ►t of Con►n►u►►ity Developn :e► ►t 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director D04 -236 09/27/2004 03/26/2005 The gra in of his permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regula ng con his or the perfogNnce of work. I am authorized to sign and obtain this development permit. Sig Date: A /Z Z d Print Name: M This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D04 -236 Printed: 09 -27 -2004 Z �Z M W _3 L) UO Cj) C0 LLJ J N LL WO �Q = F- W F- z� LU5 U� ON 0 N W w. O w Z UN H M. O� Z � I C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 5422600060 Permit Number D04 -236 w Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 07/01/2004 0 Tenant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/27/2004 N 0 C0 UJ W_ H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** CO w0 W 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. LL Q N � w 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = (206/431- 3670). z H HO 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w � start of any construction. These documents shall be maintained and made available until final inspection approval is g 5 granted. v 0 O- 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced o F—= to the building structure. v 6: All construction shall be done in conformance with the approved plans and the requirements of the International �O Z Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. w U = 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any z ~ requirements for special inspection. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) doc: Conditions 004 -236 Printed: 09 -27 -2004 < r.. r r P�: •: tvb ..xiLt:rl,a 6sif . �i' .�.�ir�i� &i ^+l.::a 3d'j: z�'t5�tti' ' uat++;$tiidkLir. MA w� City of Tukwila Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or Z brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation w instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so � that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross v weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the v O floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) w X 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot w O be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the = d hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) _ 18: ** *MEANS OF EGRESS * ** - IFC Chapter 10 Z O UJ w 19: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table D o 1015.1 of the International Fire Code and International Building Code, 0 cn 0H 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. = w (IFC 1008.1.8.3 subsection 2.2) r— u- O 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle w Z is engaged from inside the tenant space. (IFC Chapter 10) v O 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) Z 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Manually operated flush bolts or surface bolts are not permitted. (IFC 1008.1.8.4) 26: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 28: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler doc: Conditions D04 -236 Printed: 09 -27 -2004 Y M I „�,, ,��,; t*st g Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to Z the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) z �w 29: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila 2 Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) U Uo CO 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and w = #2051) -i F- CO L w O 31: ** *ELECTRICAL * ** - IFC - NFPA 70 - NEC � J 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) u- N 33: ** *BUILDING CONSTRUCTION * ** -IFC -IBC _ Z A 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth z O in Table No. 803.5 of the International Building Code. w w �o 35: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and U co I properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. off 36: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** w v 37: PRIOR TO FINAL SIGN -OFF ALL THE CROSS CONNECTION BACKFLOWS FOR DOMESTIC WATER AND FIRE SERVICE Z INSTALLED UNDER PERMIT w 0 0 D04 -237 SHALL BE IN PLACE, INSPECTED AND TESTED. P H 38: PRIOR TO FINAL SIGNOFF APPLICANT SHALL COMPLY TO ALL THE CONDITIONS SPELLED OUT IN SEPTEMBER 2, 2004 Z BARGHAUSEN LETTER ADDRESSED TO PUBLIC WORKS. THIS LETTER IS ATTACHED AS PART OF THIS PERMIT APPROVAL. * *continued on next page ** doc: Conditions D04 -236 Printed: 09 -27 -2004 s...+ ''. . ;.:.:: ... .i .'.. s.. ;, .., �. , <`. ,,: .� .t; .t:.n3e!, +r �4.`.'�a'�k t,.: .�".eJr� yg7?t <sara Kr59t•ugi i,kt,na � .;:,+ e. 4t: ua.,..: ur` .r..9.,s.•*.iw.rvwyt_�ts�it+v� uJ:.Yb.:..eY�as+ ❑:✓:.`.'.0 .'.�.a.,..4...c.:wia'.i::.:. ti Cit of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulatin struction or the performance of work. 1 Signatu Date: S :Y Print Name: doc: Conditions D04 -236 Printed: 09 -27 -2004 z w D UO NO CO W J = CO U- wO U. W z� w LLI U O N O F— WW H� L O ui z U= O z � w CITY OF TUKWIL Community Development Department 4 Public Works Department Permit Center i R 190° 6300 Southcenter Blvd., Suite 100 t } Tukwila, WA 98188 Site Address: Tenant Name: kwa Property Owners Name: Mailing Address: K #AaA9i f 48t & a Tax No.: %`r mber: New Tenant: Floor: I 4 ... Yes []..No .. 'Sj:.v, '�� \:4� -.:f 1 � r... r�?�•F �.-.. r ... .`.�i� ... f�i �. .rn.. .�. ..�.�r � .:ti��- '�.'r.w:���i N�:. Day . Telephone: ft- � 11 ' � ' � C T � I I is I/W • I� o City State Zip Fax Number:490 to - pi v q :rsr Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** .ARCHITEOT::OF. RECORD -_. All pl ans, mustrbe 'wet'stairipedbyArchifCCUO Record ..e .,.. . .• Company N Mailing Adc Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: �applieationstpermit application (3.2003) 312003 Page l u tr P` +t..:+:tr,W+'Fx?;rfirt` ave�x� rxtwtz;.;; ,:atgt•..4 Y, S};^.+ A9tix ,,h.;+rv.r.rtk,.m�k�+1"r."..tn: �a+�aY++'i',� ."^i�r . Z =Z W W JU UO N W_ H �LL WO 9_j LL Q = �w Z t- O Z I_ w 25 U ON C w F� L O Z U= O Z 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 Please Print* Company Name: Mailing Address: Will there be new rack storage? [] ..Yes �< No If "yes ", see Handout No. for requirements. Butld>fn g de A!I vi A e reas m S uas Footage Below, c ;. Pra g i v ''�. t. "� L C � . +• - Ya: -•. a L,i r ,• 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)J Vim . Floor area of principal dwelling: A Floor area for 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 0 ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: Sprinklers []..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? O .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. lapphcationstpcnnit application (3.2003) 3/2003 Page 2 Z =Z UO 1 o W to LL WD J W = W F- _ Z F- Z� 25 D U CO OH WW F- 0 W Z U= O Z Valuation of Project (contractor's bid prit. $ �CD /Ctb Existing L .ding Valuation: $ A w1 LL 1w Scope of Work (please provide detailed information): IWO t4L ke bt , *P _Gl7W_ E�(, � _ Scope of Work (please provide detailed h.- .,rmation): Call before you Dig: 1- 800 - 424 -5555 Please refec:to:li'utiliWorks Bulletin #1 for and estmate;sheet. Water District ❑ ...Tukwila X ... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability ovided Sewer District ❑ ...Tukwila V ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate N .. Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite se%bo em, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application marwhich apply): ❑ ...Civil Plans (Maximum Paper Size — 2" x 34") ❑ ...Technical Information Report (Storm D inage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond C] .. Insurance . Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 I ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way _ Non Right -of -way ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic 7 ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) _ ❑ ... Water ❑ ... Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Meter Size........ " Day Zip Day Telephone: Mailing Address: City State Zip Upplieations%permit application (3 2003) 3/2007 Page 3 Z �Z �W 2' JU UO Cl) 0 C0 W J_ H CO LL WO J LL Cl) = W Z F. Z� W W U� ON o�- WW H� �- O .Z W U= O Z MECHANICAL CONTRACTOR INFORMATION 4 Company Name: Mailing Address: City state Zip Contact Person: E -Mail Address: Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): $, Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... Fuel Type Electric .....F� Gas .... ❑ Replacement .... Replacement .... Other: Indicate type of mechanical work being installed and the quantity below: Unit.TYPe Qry Unit Type::; ...Qh': . Unit, Type _. Qty ;Boiler /Compressor Qty Fumace<104K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/WaWloor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P, 9P9 ;Q7 ,+T7HE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OFVNE4 O &T IZED AGENT: Signature: \\ Print Mailing Address: State 'Lip Date Application Accepted: l Date Application Expires: Staff Initials lapplicationstpermit application (3.2003) ]2003 Page 4 ..;w ' uc" s', t: �:: C+ aia:": LV-. ti>: L+ �La. u: i�`{« aw?: �irw; �. �., �. r; i; d3. i::. ii24, ti:,iL..w.v«4;8id.4:^ A:L3. ' "�' ;" ' + '�X ^ ' , �i .�. •, •X, , � `•, ^. Z �Z �W 2 JU UO UD CO W J � CO LL WO J U. Q CO = F.. W Z t— Z� W U O - 0 1-- WW H� �O W Z U= O Z .�� City of Tukwila roe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Total: 58.00 T doc: Receipt Printed: 01 -13 -2005 RECEIPT Z Parcel No.: 5422600060 Permit Number D04 -236 Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED 00 Cj) o i Suite No: Applied Date: 07/01/2004 w w i Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/27/2004 N U. W OO. J Receipt No.: R05 -00048 Payment Amount: 58.00 u- j { Initials: SKS Payment Date: 01/13/2005 10:12 AM User ID. 1165 Balance:. $0.00 _ Z F- t`- O Z F— W 5 Payee: STEVEN M.TIBBLE 1 N 0 H W W j TRANSACTION LIST: I U �_ Type Method Description Amount ~O ---- - - - - -- -- - - - - -- --------------------- - - - - -- Payment Check 1030 I ------ - - - - -- 58.00 Z Wfn U i ~O F-;. Z ACCOUNT ITEM LIST: Description Account Code i------------------------ Current Pmts - - - - -- ---------- - - - - -- PLAN CHECK - NONRES 000/345.830 ------ - - - - -- 58.00 Total: 58.00 T doc: Receipt Printed: 01 -13 -2005 i �.._ City of Tul�wila INS 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i i i j RECEIPT Parcel No.: 5422600060 Permit Number D04 -236 Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED i Suite No: Applied Date: 07/01/2004 j Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/27/2004 i Receipt No.: R04 -01685 Payment Amount: 58.00 Initials: SKS Payment Date: 12/15/2004 03:25 PM User ID: 1165 Balance: $0.00 Payee: DAVID E. KEHLE ARCHITECT TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 16460 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt Printed: 12 -15 -2004 z _� �~ W 00 C0 f1•- LL. W La co = �W z F- O W �o U LLI O N O F— W F- �. L —0 W z CO O f1— z -Q City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT Z Parcel No.: 5422600060 Permit Number D04 -236 � o Address: 8801 EAST MARGINAL WY S TUKW Status: APPROVED N 0 Suite No: Applied Date: 07/01/2004 Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: - H a N U- 7 w0 Receipt No.: R04 -01310 Payment Amount: 1 LL co d' Initials: SKS Payment Date: 09/27/2004 01:07 PM w User ID: 1165 Balance: $0.00 z F- O z F-- w W I Payee: MERRILL CREEK HOLDINGS LLC v to f TRANSACTION LIST: U Type Method Description - - - - -- Amount LL, ---- - - - - -- -- - - - - -- --------------------- - - - - -- — Payment Check 241 1,236.48 U N i O i Z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,231.98 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,236.48 . r5 i i - .' ,� - 7 �� f�..t.l 1 i ' F AI— 1,� -£ /. i -�i� doc: Receipt l Printed: 09 -27 -2004 a 1 Cit y of Tukwila f90B 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5422600060 Permit Number D04 -236 Address: 8801 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 07/01/2004 Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: Receipt No.: R04 -00815 Payment Amount: 800.79 Initials: SKS Payment Date: 07/01/2004 12:02 PM User ID: 1165 Balance: $1,236.48 Payee: DAVID E KEHLE, ARCHITECT TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 16221 800.79 t ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 800.79 i Total: 800.79 Z H - W or � �U 00 CO W_ �w w U. N:3 = UJ F- O Z F- w UJ �p U O N wW LL 111 Z co O Z INSPECTION RECORD Retain a copy with permit -- �� INSPECrION NO.. PER T CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspection: lam Address: �� Date Called. Spe a nstructions: Date Wanted: a.m p.m. Requester: Phone No: Receipt No.: Date: 7 Z �Z �W a� JU UO W = t- CO LL WO LL Q co =) Z CY W Z� H O Z f-- W U� O- 0H WW O Z W U= O Z "paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I �� =�.�' INSPECTION NO. PE M,0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i S Projec L Type of Inspection: Z � Approved per applicable codes. F1 Corrections required prior to approval. Receipt No.: Date: Inspector: �� Date: /m)-L `o $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W �U U O Cl) = J F- N W WO La = a �W Z H WO W U� ON o F- W W F- FU-- �O Z 5 0 1= _ O Z c Addr , Date Calle : Special Instruc ions: - / Date Wanted: �- Requester: Phone No: Approved per applicable codes. F1 Corrections required prior to approval. Receipt No.: Date: Inspector: �� Date: /m)-L `o $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W �U U O Cl) = J F- N W WO La = a �W Z H WO W U� ON o F- W W F- FU-- �O Z 5 0 1= _ O Z 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION ;W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Project: Type of Inspection: Add r s• ©/ � Date Called: Special Instructi ns: Date wanted: a.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2-1 Z - 11 C te ll �- 1 _ � '0 evA Inspector: l Date- '.1 $47.00 REINSPECTI6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ~ W Q � Q � JU UO W= 52 LL WO LQ 2 �W Z H I-- O W ~ W U� ON o1-- W HP 60 .. Z W UN P = O H- Z ?� } INSPECTION RECORD " Retain a copy with permit �� INSPECTION N0. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)433670 1 l Project: Type of In - is • � _ r• a�•-� OG,E. -v Add Sr SO Date Called: I Z IZU 0 Special) Instructions: Date Wanted: a.m� (Z 2 m Requester: Phone No: c 7 /8- ao Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: �. •' 419 r %1 Are C c Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z �W QQ 5 L) UO CO J = CO W WO LL = �.. W Z =' H WO W U� O Q1__ W i U Z iW U co P _ O 1- Z INSPECTION RECORD Retain a copy with permit Z INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A g. Project: Type of Ins ection: Add r ,,,.. .& ISpecialInstructi Date Calle ns: Date Wanted: a.m. 7 Requester: Phone No: v i Approved per applicable codes. tn Corrections required prior to approval. COMMENTS: 1 3 I Receipt No.: Date: Inspecto . Date: k . I $47. REINSP ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to schedule reinspection. Z �Z �W QQ UO 0 C0 �- 00 LL WO LL Q NCY = �W Z P l— O W F- 5 U� O� 0H W HF- LL O W Z U= 81 z - INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspecti n� r � Add s: ) d Date Call Special Instructions: Date Wanted: - -- Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: 7 Z i� Z �W QQ� JU 0 0 W �L WO 9-1 LL ?. cf)d = W ?N ZO WW U� O- �H WW H � LL Z 111 co U O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ::.. _... INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f Projec Type of 71npec ion: / G( A Q Date Called: Special Instructions: V Date Wanted: 1 v Requester: Phone No: D Approved per applicable codes. 11 Corrections required prior to approval. Receipt No.: 7 ate: z =H ~ W M aM JU UO W� 52 LL WO �5 U) _ HLLI z� ZO 25 U(3 O N O f- LLl W H � LL LLI z U =, O z u paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. INSPECTION RECORD } �-- I Retain a copy with permit ' . INSPECTION NO. PER MI CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i' Project: —A Type of Ins Receipt No.: Date: Z �Z �W UO 0 _J C0 U . w 9-1 LL U� = �W Z H ZO �5 U O� o�_ WW H5 O LLi Z CO O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Addres ' � ' � Date Called: Special Instructions: Date Wanted: am. m Requester: Phone No: Receipt No.: Date: Z �Z �W UO 0 _J C0 U . w 9-1 LL U� = �W Z H ZO �5 U O� o�_ WW H5 O LLi Z CO O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit S' INSPECTION N0. P A0 6)431-3670 d CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i i i } Project: ( Type of In pect' n: Address: DjgCalled: Special Instructions: Date Wanted: m, 3 L rn. Requester: Phone No: I � -- Do Y Fl Approved per applicable codes. Corrections required prior to approval. • / L 1 Inspec o : Date: $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee Lt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z W JU UO U) N LL WO J LLj W �W zF I- O W ~ W U� ON o ff WW HF ll. O lil z UN H� O z INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT N O. � CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .z� Project: 5 kl Type of Inspection: �w Address: Date Called: 5!idf k4 V -4 Special Instructions: 1 Date Wanted: a.m. 1 4. p.m. Requester: To S Phone No: Approved per applicable codes. Corrections required prior to approval. P i ///Z Inspector: Date: 2 47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must b aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioi Receipt No.: Date: Z �1 !~ W UO u) C3 J = H Cl) LL W J U. S2 a = W ?� F- O zH �p U ON CH WW H� LO Z c O Z O j f 1908 �p ' City of Tukwila � � Steven M. Mullet, Mayor r f.•' = Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 00Y-Z 3 r Project Name I All Address i Suite # r Retas.n_.,current _ inspecti,on_.sch�dule._...._ Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Y &s Fire Alarm: uf-, Hood & Duct: Halon: Monitor: 7711 Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 z ~w JU UO (/) J = H S2 LL WO J LL = W z� WW U� ON 0 E_ W U- O CU U cr) P _ O z =ield /Material Report Report Number: 29215 N >. *� 3. g- �+- vx�••+ •ea �. .,H +ue. ,. ,, ., ..� . .. ..- .. .. ,.. .,, i , r ,..... ,,. .. jr;; Testing',Laboratory ;,1nc: 7126180th Ave N.E„ Park 18 0, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5 1 '.'7 Client Name: SGA Corporation Project Number: -- 0 Contact: Permit # (�D04 -236 Client Address: 1501 North 200th St. Project Name nal Way Insurance Auto Shoreline, WA 98133 Address: 8801 E. Marginal Way S. Date: 12/6/04 Supplier Glacier NW Air Temperature: 54 Yards placed: 10/10 Design Strength: 2500 Location: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Ramp walls for Northwest entrance to builidng "A ", Remarks: /yj *- . Inspected resteel prior to pour. Size and spacing conforms to detail 141T -4 -A. Clearances OK. Sample taken at point of discharge via chute in walls. Remainder of concrete used for slab in fills in building "B ". Conforming to approved plans Inspector: Thompson, John THO 76 433 lnspector2: Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 48697 12/13/04 7 6X 12 28.26 1/1 Reviewed Anderson, Kim Total Load PSI Method Fracture Type 128930 4560 C 1231 Pad Cap 48698 1/3/05 28 6X 12 28.26 1/1 48699 1/3/05 28 6 X 12 28.26 1/1 172230 6090 C 1231 Pad Cap 174350 6170 C 1231 Pad Cap Distribution: © Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell © Municipality ❑ Distribute Other Reviewed: Alan Hale I ❑ Architect ❑ Distribute Other 3 { All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden 1 Z Z �W JU U0 U -X U) LL WO LLQ u) = a �W Z H ZO 5 U� ON 0 1— WW HL) LL O Z U= O~ Z Material Data: Concrete Concrete Temperature: 62 ASTM C 1064 Plant Number: 282 Air Content: 0 ASTM C 143 Mix Number: 3200 Slump: 4 1/4" ASTM C 231 Truck Number: 639 Time Sampled: 8:05:00 AM Ticket Number. 623284 Added Water: 35 gals. By Contr. Number of Samples: 3 Admixtures Yards placed: 10/10 Design Strength: 2500 Location: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Ramp walls for Northwest entrance to builidng "A ", Remarks: /yj *- . Inspected resteel prior to pour. Size and spacing conforms to detail 141T -4 -A. Clearances OK. Sample taken at point of discharge via chute in walls. Remainder of concrete used for slab in fills in building "B ". Conforming to approved plans Inspector: Thompson, John THO 76 433 lnspector2: Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 48697 12/13/04 7 6X 12 28.26 1/1 Reviewed Anderson, Kim Total Load PSI Method Fracture Type 128930 4560 C 1231 Pad Cap 48698 1/3/05 28 6X 12 28.26 1/1 48699 1/3/05 28 6 X 12 28.26 1/1 172230 6090 C 1231 Pad Cap 174350 6170 C 1231 Pad Cap Distribution: © Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell © Municipality ❑ Distribute Other Reviewed: Alan Hale I ❑ Architect ❑ Distribute Other 3 { All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden 1 Z Z �W JU U0 U -X U) LL WO LLQ u) = a �W Z H ZO 5 U� ON 0 1— WW HL) LL O Z U= O~ Z / Client: Axiom 10600 Woodinville Dr. Bothell, WA 98011 Contact: Resa /Nick Report Number: 38840 rrr nF r111ED a PERMIT CENTER Project Number: 04 -299 Permit #: 04 -236 Project Name: 8801 E. Marginal Way Insurance Auto Address: 8801 E. Marginal Way S. Date: 11/16/04 Field Report Time: Temperature: ✓isit to jobsite I witnessed installation of #6 rebar dowels using Simpson ET -22 epoxy, •eference SK -01 by Coughlin Porter Lundeen, dated 11- 15 -04, column and plinth repair. Eight 8) #6 dowels are embedded minimum of 6" as per detail. Holes are clean and dry per manufactures printed instructions. gote: I observed placement of two (2) each #3 bar hoops and two (2) each stirrups also #3 bar. Distribution: ® Distribute Client ® Distribute Contractor Inspector: Svacek, John SVA 52 0867 ❑ Distribute Engineer ❑ Distribute Owner ® Distribute Municipality ❑ Distribute Other Reviewed by: Kim Anderson ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden Z �U UO rn o co LU J = U. WO U. ¢ U) = CY �W Z =. H H O Z 1— W �p U O CO3 O F- W LL O .Z W U =` O ~. Z Sent 6y: HUDSON & ASSOCIATES; 2063246248; Dec -13 -04 15:26; Page 1 To: KEHLE At: 2062488309 w y RICHARD HUDSON & ASSOCIATES, INC. Rick Hudson, P.E. CONSULTING ENGTNEM Chuck Moms, P.E. 1605 12" AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 FAX 206 - 324 -6248 EMAIL: rhudson a@nwi ink.c om DEC Res December 13, 2004 David Kehle, Architect 12720 Gateway Drive, Suite 116 Seattle, WA 98168 Fax 3 Pages total Ile: Insurance Auto Auction Seattle, 8801 E. Marginal Way Dear Dave, I visited this site today and met with the superintendent Josh with SGA Construction. 'My visit was limited to observing the following conditions. 1. There arc several secondary structures within the building that have been removed. These are structures independent of the main structure, and the building structure hasn't been affceted by their removal, There are three area where these column supported structures have been removed and they are indicated on the ailached sketch plan as areas $,C, and D. Area "A" is unchanged. 2. In Cive locations shown on the attached sketch changes to exterior overhead doors are planned. On the East side the openings in the exterior wall are outside of the steel roof truss and may be enlarged up to the underside of the existing steel lentel above existing windows and beneath the masonry wall, however the bottom chord of the truss at about !4'-0" above slab may not be out or modified. On the South side the opening in the wall may be taken up only to the steel lentel at 14' -0" above slab and this lentel is not to be cut or modified. cerely, 'Rick Hudson, P.E. RV(;FjV ) oc-c J, 5 7.00 DEVEIAPM T z �z W JU UO 00 co w J = H CO O U- ¢. �D = �w Z H F— O z F- LU U O N W LL z w U= O z Sent By: HUDSON & ASSOCIATES; 2063246248; Dec•13.04 15 :27; Page 2/3 �} 1 V �Y tU Z � RV c c OEVELOPME T Z Q `~ W �U 00 co co C3 = H LL w LLQ c o S �. W Z H ZO W Lu 00 U O� WW �U w0 U� p _ o Son: By: HUDSON & ASSOCIATES; bo - ✓ 7 Z LAI C) It ' s — Z R— h Z od I EL COMMUNITY DEVELOPMEN z w L) 0 coo U) w In M J I-- to u U J 0 LL U) CY W 0 W �-- W W L) co 0— O H W o L O z p O z 2063246248; Doc -13 -04 15:27; Page 3/3 REVIEWED FOR CODE COMPLIANCE APPROWED JAN 12 ?005 City Of ` RWIla BUILDING DIVISION PATRIOT FIRE PROTECTION, INC �l�"/ /1 �'7 •T /1.LL TTT1l.T TTTT T1 T\ P.M /U1.11 ftVG"Uri rltio TACOMAWA 98424 ... aG cttan, Inc, a carnfro HYDRAULIC CALCULATIONS t� FOR PACCAR OVERHEAD CALCULATION 61j1°""' r m v� ' FILE NUMBER: PACCAR fr16 sprl DATE: DEC 30, 2004 9hpr, - DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD. HAZ. GRP. II, REPAIR GARAGE DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1950 sq. ft. COVERAGE PER SPRINKLER: 81 sq. ft. REC EIVED NUMBER OF SPRINKLERS CALCULATED: 30 sprinklers CITY OF TUKWILA JAN 0 3 2 005 TOTAL SPRINKLER WATER FLOW REQUIRED: 633.8 gpm PERMIT CENTER TOTAL WATER REQUIRED (including hose): 883.7 gpm FLOW AND PRESSURE (@ BOR): 633.8 gpm @ 42.7 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION, INC. DESIGN /LAYOUT BY: CLINT CARR AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. TUCKER, GA 30084 r ^ y FRE ooh r; ka - _.u,;: usvCiw.i `u`,i,'' Mra: dGx: .e.4l;riid','.st<LtiuNifG'•�ji� 1 . Z Z �W �0 U 0 0 W = CO LL WO LLQ Cl) = �W Z 1— �— O Z I_ W W U� C0 � F- W W U tL O .. Z W U= O Z DATE: 12130/2004 JOB TITLE: PACCAR WATER SUPPLY DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS76\PACCAR.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 5000.0 135.1 883.7 52.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 883.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 633.7 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 101 31.0 K= 5.62 8.3 8.3 16.2 102 31.0 K= 5.62 11.7 11.5 19.0 103 31.0 K= 5.62 12.5 11.6 19.2 104 31.0 K= 5.62 15.2 14.2 21.2 105 31.0 K= 5.62 17.4 15.8 22.4 106 31.5 K= 5.62 8.4 8.4 16.3 107 31.5 K= 5.62 11.9 11.6 19.2 108 31.5 K= 5.62 12.7 11.8 19.3 109 31.5 K= 5.62 15.4 14.4 21.3 110 31.5 K= 5.62 17.7 16.1 22.5 111 31.5 K= 5.62 8.7 8.7 16.6 112 31.5 K= 5.62 12.3 12.0 19.5 113 31.5 K= 5.62 13.1 12.2 19.6 114 31.5 K= 5.62 15.9 14.9 21.7 115 31.5 K= 5.62 18.2 16.6 22.9 116 31.0 K= 5.62 8.8 8.8 16.6 117 31.0 K= 5.62 12.4 12.1 19.5 118 31.0 K= 5.62 13.2 12.2 19.7 119 31.0 K= 5.62 16.0 15.0 21.7 120 31.0 K= 5.62 18.3 16.6 22.9 121 19.5 K= 5.62 12.0 12.0 19.5 122 19.5 K= 5.62 16.8 16.4 22.8 123 19.5 K= 5.62 17.9 16.6 22.9 124 19.5 K= 5.62 21.6 20.2 25.3 125 19.5 K= 5.62 24.7 22.5 26.6 126 19.0 K= 5.62 12.5 12.5 19.9 127 19.0 K= 5.62 17.5 17.1 23.2 128 19.0 K= 5.62 18.7 17.3 23.4 129 19.0 K= 5.62 22.5 21.1 25.8 130 19.0 K= 5.62 25.8 23.4 27.2 z W JU UO cj) 0 co ui U_ H NU- W Q O }} OC J �Q = W Z H I- O z I- UJ5 U� O N O I-- WW H� O. w z U =, O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR NODE ANALYSIS DATA Z 1Z '~ W _3 L) UO U) 0 to LL W O. �J uQ c = 1- _ 1- O w F-. �5 0 O N. 0 I-- WW T.0 LL O .. Z 0 O Z PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 40 31.0 - - - - 22.3 21.7 - - - 41 31.5 - - - - 22.0 21.4 - - - 42 31.5 - - - - 22.7 22.1 - - - 43 31.0 - - - - 23.5 22.8 - - - 44 19.5 - - - - 31.5 30.7 - - - 45 19.0 - - - - 31.9 31.1 - - - 30 30.0 - - - - 23.3 22.7 - - - 31 30.0 - - - - 23.7 22.6 - - - 32 30.0 - - - - 24.4 23.3 - - - 33 30.0 - - - - 24.9 23.8 - - - 33A 17.5 - - - - 33.7 33.1 - - - 34 17.5 - - - - 33.9 33.5 - - - 35 17.5 - - - - 34.1 33.4 - - - 36 17.5 - - - - 34.6 34.2 - - - 37 17.5 - - - - 35.0 34.9 - - - TOR 17.5 - - - - 35.3 35.1 - - - BOR 0.5 - - - - 42.8 42.7 - - - HS -4.0 HOSE STREAM 44.7 44.7 250.0 DD1 -4.0 - - - - 53.8 53.8 - - - DD2 -4.0 - - - - 48.8 48.8 - - - SOURCE 0.0 SOURCE 52.6 52.6 883.7 Z 1Z '~ W _3 L) UO U) 0 to LL W O. �J uQ c = 1- _ 1- O w F-. �5 0 O N. 0 I-- WW T.0 LL O .. Z 0 O Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 1 883.7 8.390 PL 55.00 PF 0.5 SOURCE 0.0 52.6 52.6 (N /A) 5.1 140 FTG TG PE 1.7 DD1 -4.0 53.8 53.8 0.0 0.004 TL 121.00 PV 0.2 Pipe: 2 FIXED PRESSURE LOSS DEVICE DD1 -4.0 0.0 53.8 0.0 5.0 psi, 883.8 gpm DD2 -4.0 0.0 48.8 0.0 Pipe: 3 883.8 8.390 PL 835.00 PF 4.0 DD2 -4.0 48.8 48.8 0.0 5.1 140 FTG ETG PE -1.9 BOR 0.5 42.8 42.7 0.0 0.004 TL 932.00 PV 0.2 Pipe: 3A -250.0 8.390 PL 75.00 PF 0.1 HS -4.0 44.7 44.7 250.0 1.5 140 FTG ETG PE -1.9 BOR 0.5 42.8 42.7 0.0 0.000 TL 172.00 PV 0.0 Pipe: 4 633.8 7.981 PL 17.00 PF 0.2 BOR 0.5 42.8 42.7 0.0 4.1 120 FTG GA PE -7.4 TOR 17.5 35.3 35.1 0.0 0.004 TL 52.00 PV 0.1 Pipe: 5 633.8 7.981 PL 19.50 PF 0.2 TOR 17.5 35.3 35.1 0.0 4.1 120 FTG T PE 0.0 37 17.5 35.0 34.9 0.0 0.004 TL 54.50 PV 0.1 Pipe: 6 633.8 6.065 PL 31.17 PF 0.5 37 17.5 35.0 34.9 0.0 7.0 120 FTG - - -- PE 0.0 36 17.5 34.6 34.2 0.0 0.015 TL 31.17 PV 0.3 Pipe: 7 633.8 5.047 PL 13.33 PF 0.5 36 17.5 34.6 34.2 0.0 10.2 120 FTG - - -- PE 0.0 35 17.5 34.1 33.4 0.0 0.037 TL 13.33 PV 0.7 Pipe: 8 514.3 5.047 PL 6.67 PF 0.2 35 17.5 34.1 33.4 0.0 8.2 120 FTG - - -- PE 0.0 34 17.5 33.9 33.5 0.0 0.025 TL 6.67 PV 0.5 Pipe: 9 397.3 4.026 PL 3.83 PF 0.2 34 17.5 33.9 33.5 0.0 10.0 120 FTG - - -- PE 0.0 33A 17.5 33.7 33.1 0.0 0.047 TL 3.83 PV 0.7 Pipe: 10 397.3 3.548 PL 14.00 PF 3.4 33A 17.5 33.7 33.1 0.0 12.9 120 FTG ET PE -5.4 33 30.0 24.9 23.8 0.0 0.087 TL 39.00 PV 1.1 Pipe: 11 296.8 3.068 PL 5.00 PF 0.5 33 30.0 24.9 23.8 0.0 12.9 120 FTG - - -- PE 0.0 32 30.0 24.4 23.3 0.0 0.103 TL 5.00 PV 1.1 ,a -. •.i. .,;1... •„ys,:, ;. �.. k. vrna ,.w. «...+•:. }a'+o-a:7.:.:a,L,.. iiutf.'4"L' "�nuuei #et:�:1:�L:dt•.:N.3:ai. •.+ • i:Si+�Si4t3 Li •Wttib.A7,aaL+:6ti.,ieawy:i Z W JU UO N w= cl)u- WO }} F- uQ co) = a �W Z I- I- O Z I- W W UO O N o E- u1 w H 5. �O Z W U= O Z Z '~ W oC 2 �U UO N J = co U. WO }} J W ?. � I=- _ Z�- F- O Z h- �5 U O � D H WW U LL O W Z U2 O Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 12 196.6 2.469 PL 5.00 PF 0.7 32 30.0 '24.4 23.3 0.0 13.2 120 FTG - - -- PE 0.0 31 30.0 23.7 22.6 0.0 0.138 TL 5.00 PV 1.2 Pipe: 13 97.9 2.067 PL 5.00 PF 0.5 }} 31 30.0 23.7 22.6 0.0 9.4 120 FTG - - -- PE 0.0 30 30.0 23.3 22.7 0.0 0.090 TL 5.00 PV 0.6 '. Pipe: 14 119.5 2.067 PL 1.50 PF 1.5 35 17.5 34.1 33.4 0.0 11.4 120 FTG T PE -0.6 -� 45 19.0 31.9 31.1 0.0 0.131 TL 11.50 PV 0.9 Pipe: 15 117.0 2.067 PL 2.00 PF 1.5 y 34 17.5 33.9 33.5 0.0 11.2 120 FTG T PE -0.9 44 19.5 31.5 30.7 0.0 0.126 TL 12.00 PV 0.8 ° Pipe: 16 100.5 2.067 PL 1.00 PF 1.0 33 30.0 24.9 23.8 0.0 9.6 120 FTG T PE -0.4 43 31.0 23.5 22.8 0.0 0.095 TL 11.00 PV 0.6 Pipe: 17 100.2 2.067 PL 1.50 PF 1.1 32 30.0 24.4 23.3 0.0 9.6 120 FTG T PE -0.6 } 42 31.5 22.7 22.1 0.0 0.094 TL 11.50 PV 0.6 1 Pipe: 18 98.7 2.067 PL 1.50 PF 1.1 31 30.0 23.7 22.6 0.0 9.4 120 FTG T PE -0.6 41 31.5 22.0 21.4 0.0 0.092 TL 11.50 PV 0.6 Pipe: 19 97.9 2.067 PL 1.00 PF 0.5 ! 30 30.0 23.3 22.7 0.0 9.4 120 FTG E PE -0.4 40 31.0 22.3 21.7 0.0 0.090 TL 6.00 PV 0.6 i Pipe: 20 119.5 1.610 PL 6.00 PF 6.2 45 19.0 31.9 31.1 0.0 18.8 120 FTG T PE 0.0 I 130 19.0 25.8 23.4 27.2 0.441 TL 14.00 PV 2.4 Pipe: 21 92.3 1.610 PL 12.00 PF 3.3 130 19.0 25.8 23.4 27.2 14.5 120 FTG - - -- PE 0.0 129 19.0 22.5 21.1 25.8 0.273 TL 12.00 PV 1.4 Pipe: 22 66.5 1.380 PL 12.00 PF 3.8 129 19.0 22.5 21.1 25.8 14.3 120 FTG - - -- PE 0.0 128 19.0 18.7 17.3 23.4 0.316 TL 12.00 PV 1.4 r Pipe: 23 43.1 1.490 PL 12.00 PF 1.2 128 19.0 18.7 17.3 23.4 7.9 120 FTG - - -- PE 0.0 127 19.0 17.5 17.1 23.2 0.098 TL 12.00 PV 0.4 Z '~ W oC 2 �U UO N J = co U. WO }} J W ?. � I=- _ Z�- F- O Z h- �5 U O � D H WW U LL O W Z U2 O Z r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) f Pipe: 24 19.9 0.824 PL 12.00 PF 5.0 127 19.0 17.5 17.1 23.2 12.0 120 FTG - - -- PE 0.0 126 19.0 12.5 12.5 19.9 0.417 TL 12.00 PV 1.0 Pipe: 25 117.0 1.610 PL 8.00 PF 6.8 <' 44 19.5 31.5 30.7 0.0 18.4 120 FTG T PE 0.0 125 19.5 24.7 22.5 26.6 0.424 TL 16.00 PV 2.3 Pipe: 26 90.4 1.610 PL 12.00 PF 3.2 125 19.5 24.7 22.5 26.6 14.2 120 FTG - - -- PE 0.0 124 19.5 21.6 20.2 25.3 0.263 TL 12.00 PV 1.4 t Pipe: 27 65.1 1.380 PL 12.00 PF 3.6 124 19.5 21.6 20.2 25.3 14.0 120 FTG - - -- PE 0.0 123 19.5 17.9 16.6 22.9 0.304 TL 12.00 PV 1.3 J Pipe: 28 42.2 1.490 PL 12.00 PF 1.1 123 19.5 17.9 16.6 22.9 7.8 120 FTG - - -- PE 0.0 f 122 19.5 16.8 16.4 22.8 0.094 TL 12.00 PV 0.4 Pipe: 29 19.5 0.824 PL 12_00 PF 4.8 I i 122 19.5 16.8 16.4 22.8 11.7 120 FTG PE 0.0 i 121 19.5 12.0 12.0 19.5 0.401 TL 12.00 PV 0.9 I Pipe: 30 100.5 1.610 PL 8.00 PF 5.1 43 31.0 23.5 22.8 0.0 15.8 120 FTG T PE 0.0 i 120 31.0 18.3 16.6 22.9 0.320 TL 16.00 PV 1.7 Pipe: 31 77.6 1.610 PL 12.00 PF 2.4 120 31.0 18.3 16.6 22.9 12.2 120 FTG - - -- PE 0.0 119 31.0 16.0 15.0 21.7 0.198 TL 12.00 PV 1.0 Pipe: 32 55.8 1.380 PL 12.00 PF 2.7 119 31.0 16.0 15.0 21.7 12.0 120 FTG - - -- PE 0.0 118 31.0 13.2 12.2 19.7 0.229 TL 12.00 PV 1.0 Pipe: 33 36.2 1.490 PL 12.00 PF 0.8 118 31.0 13.2 12.2 19.7 6.7 120 FTG - - -- PE 0.0 i 117 31.0 12.4 12.1 19.5 0.070 TL 12.00 PV 0.3 Pipe: 34 16.6 0.824 PL 12.00 PF 3.6 117 31.0 12.4 12.1 19.5 10.0 120 FTG - - -- PE 0.0 116 31.0 8.8 8.8 16.6 0.300 TL 12.00 PV 0.7 Pipe: 35 100.2 1.610 PL 6.00 PF 4.5 42 31.5 22.7 22.1 0.0 15.8 120 FTG T PE 0.0 115 31.5 18.2 16.6 22.9 0.318 TL 14.00 PV 1.7 Z �Z � W �U UO W = I- cl)w wO �J uQ cl) n = W Z� i- O w ~ W U� O N OH Ww U LL -0 w Z U= O Z Z �~ W �U UO C/) W = J f.. cf)u- WO }} �J uQ N� = F W Z F- 1- O w ~ W 0 � F- w H 60 .. Z w U= O Z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 36 77.3 1.610 PL 12.00 PF 2.4 115 31.5 18.2 16.6 22.9 12.2 120 FTG - - -- PE 0.0 114 31.5 15.9 14.9 21.7 0.197 TL 12.00 PV 1.0 Pipe: 37 55.7 1.380 PL 12.00 PF 2.7 114 31.5 15.9 14.9 21.7 11.9 120 FTG - - -- PE 0.0 113 31.5 13.1 12.2 19.6 0.227 TL 12.00 PV 1.0 Pipe: 38 36.1 1.490 PL 12.00 PF 0.8 113 31.5 13.1 12.2 19.6 6.6 120 FTG - - -- PE 0.0 112 31.5 12.3 12.0 19.5 0.070 TL 12.00 PV 0.3 Pipe: 39 16.6 0.824 PL 12.00 PF 3.6 112 31.5 12.3 12.0 19.5 10.0 120 FTG - - -- PE 0.0 111 31.5 8.7 8.7 16.6 0.298 TL 12.00 PV 0.7 Pipe: 40 98.7 1.610 PL 6.00 PF 4.3 41 31.5 22.0 21.4 0.0 15.6 120 FTG T PE 0.0 110 31.5 17.7 16.1 22.5 0.310 TL 14.00 PV 1.6 Pipe: 41 76.2 1.610 PL 12.00 PF 2.3 110 31.5 17.7 16.1 22.5 12.0 120 FTG - - -- PE 0.0 109 31.5 15.4 14.4 21.3 0.192 TL 12.00 PV 1.0 Pipe: 42 54.8 1.380 PL 12.00 PF 2.7 109 31.5 15.4 14.4 21.3 11.8 120 FTG - - -- PE 0.0 108 31.5 12.7 11.8 19.3 0.221 TL 12.00 PV 0.9 Pipe: 43 35.5 1.490 PL 12.00 PF 0.8 108 31.5 12.7 11.8 19.3 6.5 120 FTG - - -- PE 0.0 107 31.5 11.9 11.6 19.2 0.068 TL 12.00 PV 0.3 Pipe: 44 16.3 0.824 PL 12.00 PF 3.5 107 31.5 11.9 11.6 19.2 9.8 120 FTG - - -- PE 0.0 106 31.5 8.4 8.4 16.3 0.290 TL 12.00 PV 0.6 Pipe: 45 97.9 1.610 PL 8.00 PF 4.9 40 31.0 22.3 21.7 0.0 15.4 120 FTG T PE 0.0 105 31.0 17.4 15.8 22.4 0.305 TL 16.00 PV 1.6 Pipe: 46 75.6 1.610 PL 12.00 PF 2.3 105 31.0 17.4 15.8 22.4 11.9 120 FTG - - -- PE 0.0 104 31.0 15.2 14.2 21.2 0.189 TL 12.00 PV 1.0 Pipe: 47 54.4 1.380 PL 12.00 PF 2.6 104 31.0 15.2 14.2 21.2 11.7 120 FTG - - -- PE 0.0 103 31.0 12.5 11.6 19.2 0.218 TL 12.00 PV 0.9 Z �~ W �U UO C/) W = J f.. cf)u- WO }} �J uQ N� = F W Z F- 1- O w ~ W 0 � F- w H 60 .. Z w U= O Z 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PIPE TAG END ELEV. NODES (FT) Pipe: 48 103 31.0 102 31.0 Q(GPM) DIA(IN) PT PN DISC. VEL(FPS) HW(C) (PSI) (PSI) (GPM) FL /FT 35.2 1.490 PL 12.5 11.6 19.2 6.5 120 FTG 11.7 11.5 19.0 0.067 TL LENGTH PRESS. (FT) SUM. (PSI) 12.00 PF 0.8 - - -- PE 0.0 12.00 PV 0.3 Pipe: 49 102 31.0 101 31.0 NOTES: 16.2 0.824 PL 12.00 PF 3.4 11.7 11.5 19.0 9.7 120 FTG - - -- PE 0.0 8.3 8.3 16.2 0.286 TL 12.00 PV 0.6 (1) Calculations were performed by the HASS 7.6 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.130 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 18.8 ft /sec at pipe 20. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 0.824 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.490 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 3.548 8.00 17.00 5.00 19.00 11.00 1.00 14.00 14.00 17.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 Z Z �w QQ � J0 00 ND co W J = F- S2 w wO 9� wQ �n = a �. w Z F-. I- O Z I-- w �5 U� O- o E- wW U LL 0 .• Z w co F- _: O Z v 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/30/2004 C: \HASS76 \PACCAR.SDF JOB TITLE: PACCAR PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 Z �W 00, Np W= N U 0 .9 } J . LLQ co d = W Z F- F- O Z I- W 5 �p O - p I- W W. 1- O. ..Z W co .0 O Z ... ... _.-._.,__.,_:.....:_.>..:. r ._. :.�:.___,....:. �_ ��._ ��__. _ n.., e.. r._,::..:. c>>. �..:....,.. r,,,, a- c: c..: r�:: �:._.'_..:a.. t.,:r- _.:........`.......�.,.._ ___ _b..._.,.r.........x ...�. _..,.... -.... _...__.... _. .._ � .. 160.0 140.0 G A U120.0 G E P100.0 R E S S 80.0 U R E 60.0 P s i 40.0 20.0 0.0 -14.i WATER SUPPLY ANALYSIS Static: 140.00 nsi Resid: 20.00 psi Flow: 5000.0 qpm NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O to H y .. H H N r N .. W O ro \ 00 O O U) ro H z x r r� cn cn H txj 3 x t� c r H C7 z r K cn H C7 ilk cn C/) J Ol n (7 � ro CA (D d trj 1 O 1000 1500 2000 2500 3000 3500 4000 4500 5000 FLOW (GPM) '�-- v • „;, .. �, -�- : mss _ WATER SUPPLY ANALYSIS Static: 140.00 nsi Resid: 20.00 psi Flow: 5000.0 qpm NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O to H y .. H H N r N .. W O ro \ 00 O O U) ro H z x r r� cn cn H txj 3 x t� c r H C7 z r K cn H C7 ilk cn C/) J Ol n (7 � ro CA (D d trj 1 O 1000 1500 2000 2500 3000 3500 4000 4500 5000 FLOW (GPM) r •, 2001 Wa �,ig ionresWnbal Energy Code Compliance State Nonresidential Energy Code Col ance Form L�r� Edition, June Project Info Project Address., Date 0 Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. Glazing Area Calculation • For Building Department Use EIV ED C m R OF ILA � n ] n J UL J V I �iJol PERM (vertical & overhd) divided by Wall Area times 100 equals % Glazing Applicant Name: Davin Kahle uzzcatteat Applicant Address 12720 Gateway Drive an 116 Applicant Phone: (206) 433 -8997 ••err Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Prescriptive [] Component Performance ❑ ENVSTD 2.1 ❑ Systems Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Heat Type & Electric resistance 0 All other (see over for definitions) Roofs Over Attic Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing - X 100 = Gross E:derior Wall Area if they are insulated to the level required for opaque walls. ---• Slabs -on -Grade 0 yes Check here if using this opfion and if project meets all requirements for the ConcreteiMasonry Concrete /Masonry Option `i "� P option. See Decision Flowchart (over) for qualiBi ations'�e n s for each qualifying Maximum U- factors & no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space ---• Slabs -on -Grade --� Radiant Floors ^ Maximum U- factors Opaque Doors Vertical Glazing ^ -' Overhead Glazing Maximum SNGC (or SC) Vertical/Overhead Glazing Semi - heated space 2 Minimum Insuladon R- values R Ov S emi - He ated Spaces 1 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: -•-, nS Opaque Concrete/Masonry Wall Requirements � Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or i ntegral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC z 9.0 Stu/ft - °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description U- factor (including insulation R -value & position) COD COMPLIAN SFE 2004 City of Tukwila BUILDING S . U NJ �. 4.r.+.r.. - t)CAm-23 �..,.....�.�rt. „ e 1,• r�::. R 1�+ 45 +.^l�#n�,:� ��. Z ~ W UO to o to W J � N LL WO J U_ to a =W H Z� 1— O W ~ W U� ON �H WW HL) LL O -. Z W U= O Z 200 Wa igton State Nonresidential Energy Code Cot nice Form cw r vvasrnngwn snaf rWfae17ermeaq hjMMvy Coft Compliance .' P ; ,.; Fiat EdrZlor% June 2001 Decision Flowchart Use this flowchart to determine If project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, eittler the Component Performance of Systems Analysis Options must be used. 1302 Specs Hest Typo: For the purpose d determining building envelops Electric Rashbrxs: Space heating systems which use electric resistance requirements, the following two categories comprise all space heating types: START elements as the primary heating system including baseboard, radlent, and COW. AM other spats heating systems including gas, solid fuel, oil, and forced air units wim the total electric resistance hest capacity exceeds 1.0 propane spats Meting systems and those systems listed in the exception to WAV d the gross conditioned floor area. Excsptim Heat pumps and electric resistance. (continued at right) terminal electric resistance heating In variable air volume distribution systems. Electric No Resistance > Yes Hest? All wets R•1 ��` ;Zd OI crileria OK? >4No�M wills R•1� ✓ a . a . : ,: • ,: v ...�e`t�sm�r4s. U tz+ FVraaxAma +,�»wnuew.,x.wrr..�.rvrru•�twr �.Eemorrr.�v�+rrv�?rt�r> z ~ MI � JU UO W� U) LL WO UQ co D = H W Z t— I•- O z H W5 U� ON WW 2 u. O W z U= O z 2001 Wa Stift NMnWAWM EMV Coft State Nonreildential Energy Code Cot 3nce Form Project Address - -- --ftt �b D Space Heat Type b Electric resistance 0 All o th er I For Building Department Use Glazing Area as % gross exterior wall area Prop. Max.Target Concre"asonry opfion 0 Yes 0 No A Notes: If glazing area exceeds maximum allowed In Table, then calcutlate adjusted arms on back (over). If Concrete/Masonry Option is used, Target LI-factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed ILIA Target UA List comporwft by assembly ID & page # U-factor x Area A = UA (U x A) U-factor x Area A = UA (U x A) U= Plan ID: U= Plan ID: Glazing Electric Resist. Other Heating U= Plan ID: 0-15% , .. . 40 . " ;' 0.75 ' U= Plan ID: >1 5 -20% • 0.40 U= Plan ID: >20-30% not alk 0.60 U= Plan ID: >3040% notaillowed UC Plan ID: A (see Table 1 3 - 1 for 6oncJMasortry values) U= Plan ID: < U= Plan ID: Gkdrxj % Electric Res_ ist OtherHeatlrq U= Plan ID: 0-15% 0.80 U M 0 Plan ID: >15-20% 0.80 *20-30% not ailowid o —0 U= Plan ID: U= Plan ID: >3040% not allowed 1.25- d U= Plan ID: (see Table 13-1 for C4ncAAasonryvalues) 1 U= Plan ID: U=0•6;0 Plan ID: 14- VM - IWAL4V44 Electric Resist. Offw Heating Cr 8 U= Plan ID: 0 U= Plan ID: 0.60 R= Plan ID: 0 R= Plan ID: Electric Resist. Other Heating 1R= Plan ID: 0.031 R= � Plan ID: Hbor-V 8 R= Plan ID: Electric Resist ...0 R= Plan ID: 0.034 R= VA Plan ID: AA C7tDiv. R= Plan ID: Ica R= Plan ID: R= Plan ID: Electric Resist. Other Heating I R= Plan ID: I Ordinary 0.062 0.14 & R= Plan ID: Conc(int) 0.19 0.19 0 R= Plan ID: Cono(oth) 0.25 0.25 •Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID: .8 .9 R= Plan ID: Electric Resist. Other Heating a c3 s R= Plan ID: 0.062 0.14 Note: if insulated to levels required for opaque waits, list above with opaque wails R= Plan ID: R= Plan ID: , I A Electric Resist. Other Heating 8 C R= Plan ID: 0.029 0.056 R= Plan ID: c R= Plan ID: Electric Resist. Other Heating M R= Plan ID: R= Plan ID: F=0.54 F=0.54 I I R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls, Indicate core Insulation material. Totals Totals 1 1 7J For compliance: •% -- —L-1 A--- -L -11 X1-11 nnI n - - -1 0111111111 r M � . — . 11111 1 11; 1 l i I 11 ;11 , , '' Z 3: Z D 0 00 (00 CO III W C0 LL WO LL CY W 0 z �— W W 2 5 D 0 L) C0 0 W F- P LL 0 z CO O ~ Z 2001 W �ngton State Nonresidential Energy Code Cc 'lance Form Buil Pe rmit Plans Checklist ENV-CHK�' 20 Washington Sb to Nonresidential Energy Code Compliance Forms First Edition. June 2001 Project Address pie The following information is necessary to check a bulIM4 permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code, Applicability Code Location Building Department (yes, no, n.a.) I Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 IScope Unconditioned spaces identified on plans if allowed "li 1302 Space heat type: If 'Other", � 1 indicate on plans that electric resistance heat is not allowed 1 ti Pr 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. installation Indicate densities and clearances 1• �� 13112 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; I'l, Indicate face stapling of faced baits 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; •r - �� Indicate loose -rill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD• 1311.4 Floor insulation Indicate R -value on floor sections; , Indicate substantial contact with surface; A)A Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where r 'd. by Official A _ 1312 Glazing and doors Provide calculation of glazing area Including both vertical rs vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then speciN frame type, glazing layers, gapwidth, low-e coatings. as fillings 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side l- I 13132 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate va . retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap, ret. Indicate sic mil black polyethylene overlapped 12' on ground 1314 Air leaks e 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 i Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary If "no" is shown for any question, provide explanation: Z Z �W 0 : JU 00 N 0 Cl) LU J = H CO LL WO LL Q _ d F. W Z H HO W ~ LU U� Cl) OH W H tLZ W U = 0 F— Z 2001 W, w rrasrimgaon S ate NOnfeSideMhl Energy Code Compliance Forms Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shag be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose- fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced bait insulation shall be face stapled Above grade exterior insulation shall be protected 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface i being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab-On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the budding official where soil conditions warrant such insulation, the entire area of a radiantfloor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shag be based on the Residential or the Nonresidential Model Size. al Energy Code Co 'ance Form Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 13122 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall bean acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the wane side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve incises shall be provided with a vapor retarder. Roof/ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarderwith taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum atthejoints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exteriorjoints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts orplenums shall be sealed, caulked, and gasketed to limit air leakage. Z ~ W J rJ 00 Cl) 0 CO J I-- CO U_ WO �_J LL Q = �W Z t— Z� W W U� CO 0H W F F- 60 LLI Z U= O Z z i� " w D UO Co 0 W� C0 U. W LLD �CY = W z F- o z F- w 2� U ON 0 1-- WW F-P �o w z U= O z ENVELOPE U -VALUE WORKSHEET ' Clement: ��� %4)-" , • SKETCH OF ELEMENT Note: Make copies of this form for Ivory building element. E3 Framing Ratio (if applicable) Q I� __._•..__....___._._____ :_. _ . ..._�_r.____ —_.. Materiel Thickness R•Volue per R•Velue R•Volue (Inches) Inch Solid Cavit _....._... __. ---- - - ~- - _ — - - - -- -- Sum of R•Volues — ��•� I -- - - U 11R Finm ing Ratio - • - • - '`` ... Solid U -V olu o X n Fro • mr R atio — a� I U 1 F umin Ratio r 'aJ Cavity if•Volua W, x i Ratio I1 Fram 1 bl ��(0• ' I Sum of Ad U•Valuoe (a + b) Area of Element ' - I�iot'oroo after o - onin s such as doors, windows, and &ky UQhis have boon subtracted _ z i� " w D UO Co 0 W� C0 U. W LLD �CY = W z F- o z F- w 2� U ON 0 1-- WW F-P �o w z U= O z 2001 V ` State Nonrdsidential Energy Code Com(� ~ ce Form 2001 Washington Sate Nontesberroal EnOW Cods Compliance Fortes June 2001. Project Info Project Address Date AM , - Area in ft? For Building Department Use crrYaF n 'VkUV . ��� �� Z 6.8 A Applicant Name: David Rehle Architect Applicant Address: 12720 xaat Drive au 11 Applicant Phone (206) 433 -8997 Pig 1040 Project Description ❑ New Building Addition ❑ Alteration ❑ Plans Included NTER Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive Q Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) [] Less than 60% of the fixtures are new, and installed lighting wattage is not being increased . Location (floor /room no.) Occupancy Description - Allowed - - Watts per ft " , - Area in ft? ea 4 B�• Z 6.8 � Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft '• From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1V1dALULUJU1'L.UUWCLL 1..1 ttU1 VVdltd C k11LLMJLU1) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. ProUOsed LialitinLy Wattage (Interibk)st all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Location (floor /room no.) FbAure Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) Z 0.2 W/ft 2 ULe Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wattsv Vkjj a Maximum Allowed Ug#ting Wattage (Exterior) ^s. i :. .. �?.�+� �� !Y .. �.. , !°t't RYv' �ti} �:?. mrr a ti4;r,rnq,F7�" >�..Iww. Wi,.'"rrn ;?R+rrgw'r$ ;rr�+: ... �� �r- ',�.r,. ��i•YY'1t ..v . a.. �,« �....... �.- n.., A.,... �. �..... � 'xt"!." � +, .....+a...ac�.tr.....tt �, d r .,.�aK.� : v.- ..+ntrr.�..FSi' :•N1�" fit^ 1 I I Location REVIEWED FOR PLIANCE Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x I Covered Parking (standard paint) AP "A-"'T -T) 0.2 W/ft 2 Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft Outdoor Areas 0,2 W/fl? Bldg. (by facade) ° "" t 0.25 W /ft Bldg. (by perim) i j� 7.5 W/lf Note: for building exterior, choose either th f r _.,, ,. he.perimeter-method, ut not both) Total Allowed Watts USC IIIIIJI IMMU II IdA 11UI II II 1PUI WdUdYC. "I IIALUI C VV ILII 1401 U uanaaw — 117, Pronospd Lic-rhtinc-r WattaEe (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Z W JU 00 Cl) C0 UJI J = Cf)U- w 9-J LL. Q Cl) S �w Z F- Zo W �5 U� ON 0 F- wW H ll. O W Z U= O Z i 1 i 1 O N O 0 s a �i O Z -O x � N �D n 1 0 t A n O 3 Tf O • t C N - i . i 4 S ( - S i ( ( 2001 We '►gton State Forms Code Cor "-'• mce Form Project Address f /',� Date The following information is necessary to check a lighting pe it application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Li 1513.1 1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daytight zone control Schedule with type and features, Indicate locations vertical glazing Indicate vertical glazing on plans 4 overhead glazing Indicate overhead glazing on plans 1513.4 Display /e hib/spectal Indicate separate controls Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations Oe 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning n. a. Lighting Sum. Form Completed and attached. Schedule with fodure types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: LTG -CHK Z �_--- Z �W UO N CO w J � U. WO UQ to = �W 1--0 Z F- �5 U� ON C1 W W H� �O W Z U= O Z 2001 V 2001 Washington Shte Wnresidenriat Energy Code Prescriptive Spaces State Nonresidential Energy Code Comf` _ 'ce Form June 2001- KJM 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting Fixtures: Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fodures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T-4, T -5, T-6, T4 3. Lamps are 5.50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts/fixture 6. Screw - in com pact fluo rescent fixt do n qualify TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use LPA (W ISP Use LPA /s Painting welding carpentry machine shops 2.3 Police and fire stations 1 Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel banquet /conference /exhibition hall a,4 2.0 Assembly spaces 9 , auditoriums, gymnasia , heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants/bars 1.0 Factories workshops, handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops shops 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail ' retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washr ooms, elevator lobbies 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.2 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Wafts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 'n In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 wafts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Una Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Una Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighiing moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Una Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Z Z E ~ W JU UO CO O = W F- N LL WO LL Q to � = �W Z F- H O Z F- W W U ON O F- W F- P LL O .. Z W U= O Z 2001 We - igton State Nonresidential State Nonresidential Energy Code Compliance Forms Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by waits or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent A master control may be installed provided the individual switches retain their i capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by wails or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. Code Corr ­ - - ince Form 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allow,-, the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Z '~ W OC � UO NO J = I— �LL WO LLQ U� = �W Z F- Z� W W U O N. 0 1— Ww H� LL O W Z U= O Z i � Rdhie � REVIEVI/►p FOR CODE COMPLIANCE APPR, � JOIN 12- zoos December 29, 2004 FILE CO" City of Tukwila - 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Bob Benedicto Re: IAA - Building B Change of Use Dear Bob, (tV 0I Tukwila Su LOl��:.Iif1C�111 -1 1 Clry OF TUXWIL4 JAN 0 3 2005 PERMir CENrSR As we have previously discussed with yourself and the Fire Dept., it has been agreed to change the F1 occupancy to an S2 parking garage. This is a less hazardous occupancy as evidenced by the allowable areas allowed for S2 (39,000 @ II -B, to 25,400 for 171) and story height. In addition, the unlimited area Section 407 is the same for one story B, F, M or S buildings. The enclosed S2 garage use has no other occupancies above, below or adjacent to it, so separations are not required and since the vehicles are not under their own power (except the one auctioneer truck) as the vehicles are placed in the parking area via forklift, it was agreed that no exhaust system is required. Per Chapter 10, Table 1015.1 travel distance, even though the travel distances in a sprinklered building can be 400' in lieu of 250', we will leave the pathways and lighting as we have it shown. Occupant load per occupant is 1 per 200 SF vs industrial areas at 1 per 100 SF (Table 1004.1.2). We have established the existing exiting and occupant load based on available exit doors and their widths (8 doors x 3' = 241f of exit width x 0.2" = 288 " /0.2 = 1,440 occupants). At 1/200, the occupant load would only be 1,077 occupants (215,400/200 = 1,077) and therefore our exits are adequate (6 required, 8 provided) In Section 406, 406.2 parking garages, the clear height in this building exceeds 7' and since the vehicles are placed, not driven in by the public, guards and vehicle barriers are not required. The flooring surface appears to be non - combustible and non absorbent (mostly asphalt as allowed on ground level per exception) and again since vehicles are placed via operators, drains should not be required. These vehicles are non - operable in most cases and the only typical liquid that might be present would be rain water. As the vehicles are moved in via forklift, most of the rain water should have fallen off. Gas unit heaters are being installed for freeze protection of the sprinkler system but is at the ceiling so no spark generation within 18 ". Also, no vehicle exhaust will occur (except for 12720 GATEWAY DRrVE � Pl 1 (206) 433 -8997 10-. SEATTLE, WA 98168 t FAX (206) 246 -8369 - tl i AVW?3 email: davekOdkehlearch,com Z W � D 00 N CO W �z T LL w 9_J LL CO)� = li .- w Z I~ O z11­_ W �5 U O �' 0 I— wW �F LL 0 . z. w CO 0 Z 4 i Mr. Bob Benedicto City of Tukwila Re: IAA — Building B Change of Use December 29, 2004 Page 2 auctioneer truck), so no exhaust will be present to create a hazard. This is also the rationale for Z z no mechanical ventilation (406.4.2). W w There is no dispensing of fuel for vehicles nor is the use a repair garage. 1 o N o This solution appears to be the best occupancy group to satisfy both Building and Fire Departments. Attached are the sprinkler calculations from Patriot Fire relative to confirming that CO u the sprinkler density in place complies for an S2 parking garage. w 0 Thanks to everyone for their help. a U. L� w Si Z = F- E- o. Z (- David Kehle � U� Enclosure: Sprinkler Calcs. 0 SD -1 -B and Floor Plan B w 3: cc: Mr. Steve Tibble w /enclosure LL o Mr. Ron Greene w /enclosure i Z Mr. Brian Merisko w /enclosure 0 Z aA04181citylet12 -29 -04(2) FT ■.4►■ r LM December 6, 2004 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Ken Nelson Re: IAA — Building B D04 -236 } RECEIVED rITY OF TI IKWII A �! 0 6' 2004 PERMIT CENTER Dear Ken, The tenant has requested to relocate the new restrooms scheduled for Building B from inside the main building, to inside the attached lower building on the east side of the building. I have attached the revised T -1 -B showing the relocated bathrooms. U David Kehle Enclosure T -1 -B cc: Mr. Steve Tibble w /enclosure Mr. Ron Greene' w /enclosure Mr. Brian Merisko w /enclosure a:10418bitylet9 -15-04 '12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 N0 8 Doi-- 2b& (206) 433 -8997 FAX (206) 246 -8369 email: davek ®dkehlearch.com z mo w, 2 J UO (0 0 W W W O: L L CO I F- w s z F - �o z 11--. 5: U� O N, o rr- w LL ..z w N 0� 0 Z , • .- 4. September 15, 2004 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 , RF Attn: Mr. Ken Nelson lAA _ p 6 2004 Re: D04- 2BSilding B � RM,T C � Nr FR Dear Ken, The following is my understanding of the corrections requested via your correction letter of September 9, 2004 and our phone conversations on 9/14/04 and 9/15/04: 1. Update UBC to IBC: Sheet SD- 1 -B -TI has been updated for IBC 2003 categories and the removal of the "change of use" and leaving the building as a factory, Group F occupancy. Fire department will issue a separate assembly use permit ($100 /year) for the auction function. 2. Narrative: An additional narrative from IAA is attached which describes each step of the staging of vehicles to auction day and how the auctions are conducted. 3. Exitin Sheet T -1 -B has been revised with an exiting note section for exiting of F -1 occupancy at 1/200 gross (Table 1004.1.2, H -5 Fabrication and Manufacturing areas) (215,400 _ 200 = 1,077 occupants) requiring 4 exits per Table 1018.1. We are showing 8 exits at 3' width per exit (24 LF) and utilizing Table 1005.1 (without sprinklers) the exit width required is 18 LF(1,077x.2 =12= 18 LF). Adequate exiting exists. 4. Restroom Capacity: Sheet T -1 -B has had a note added in the lower left comer describing the occupant load based on fixtures per IBC Chapter 29 and modified by Washington State Amendments (WAC 51 -50). Per WAC Table 2902. 1, based on Group F occupancies, the occupant load would be 108 occupants (215,400 _ 1/2000 = 108). Assuming an equal split men to women. 54 men would require 4 water closets /urinals and 2 sinks. 54 women would require 4 water closets and sinks. Do'} • 2S(o 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 (206) 433 -8997 FAX (206) 246 -8369 email: dkehle0seanet.com Z Z �w gg JU U N 0 CO W J = N LL w O L � S2 a =w ? T- E- O Z W U� O N oF- w LLF- F- ..Z w CO o f ' Z I have enclosed revised sheets SD-1 -B-TI and T-1 -B with revisions and clouds with flag per the above items. If you have any questions, please call. l look forward to the permit issuance. Enclosure SD- 1 -B -TI, T -1 -13 Cc: Mr. Steve Tibble Mr. Michael Manning Mr. Ron Greene' Mr. Brent Lower Mr. Al Robertson aA04181city 09 -15-04 Mr. Ken Nelson City of Tukwila Re: IAA —Building B September 15, 2004 Page 2 The reality is that there will be more men than women. As shown, the men restroom could z z accommodate (5 w.c. urinals, 2 sinks) would accommodate up to 75 males. The womens W restroom could accommodate up to 25 women (100 total occupants). D U Additional restrooms are available in Building A adjacent to this building. The cn 0 auction /occupied times are only 9:00 am to 1:00 pm once per week. CO) X N U _ The facilities are adequate. W O Id 5. Fire Alarm: Since we have agreed to not change the use, the upgrade requirement to meet IBC Q ODD { Section 907 is not required in total. w A note has been added on Sheet T -1 -B regarding the fire alarm upgrades that will be done = z = ~ on this project: W w A. Provide flow switch and monitoring to new sprinkler double detector check valve W serving the site fire protection system in the northeast comer of the site. This will be U N :+ monitored via phone and will tie to an existing fire alarm panel in Building A. o 3 B. Provide fire pull stations with audible and visible alarms at each exit door (8 total pull W r Ui stations) with audible /visual devices at each exit door in Building B. This does not LL o require monitoring as it is for local egress only. z CO C. Emergency pathway lighting is already covered via not on exit signs (battery back up). o F z j D. No other upgrades are required since there is not change in use. I have enclosed revised sheets SD-1 -B-TI and T-1 -B with revisions and clouds with flag per the above items. If you have any questions, please call. l look forward to the permit issuance. Enclosure SD- 1 -B -TI, T -1 -13 Cc: Mr. Steve Tibble Mr. Michael Manning Mr. Ron Greene' Mr. Brent Lower Mr. Al Robertson aA04181city 09 -15-04 �l C ity of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director December 3, 2004 Mr. Elliott Zimmerman Hazardous Waste and Toxics Reduction Program Washington State Department of Ecology Northwest Regional Office 3190 160` Avenue SE Bellevue, WA 98008 - 5452 Subject: Insurance Auto Auction (IAA) 8801 East Marginal Way South Demolition and Tenant Improvements to 24 acre industrial facility - site to be reused for parking and storage of salvaged vehicles. Dear Mr. Zimmerman: Per your attached September 9, 2004, letter, please find a conceptual storm drainage /water quality plan for IAA for your review and comments enclosed. Mr. Jay Grubb, P.E., ofBarghausen Consulting Engineers, Inc. at (420251 -6222, is the project. engineer for this site. Please contact him directly with your comments. Sincerely, I J nna Spencer Development Engineer JS:lw enclosures cc: Minnie Dhaliwal, DCD Jay Grubb, P.E. Files: E04 -014, D04 -236, D04 -237 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 -431 -3665 Z '~ w o � JU UO N U) J D U- WO u. ¢ �. W Z ZO W W U O� C) =U u' O w z co O I- z v� 1908 w,� .t Z September 9, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. David Kehle David Kehle Architects 12720 Gateway Drive, Suite 116 Tukwila, Washington 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -236 Insurance Auto Auction — Bldg B — 8801 East Marginal Way South Dear David: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Ken Nelsen, at (206) 431 -3677, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, 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 throuali the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -236 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 El Z '~ w DC � D JU UO ND W = H U) U. WO LLQ U) D = �. W z F- O Z F— W W U� ON o �- Ww �F- LL O ui Z Cr) f= � O Z r �- SEP. 7 . 200 4 ��11/ 10:25AM p }'�� ESTATE I.' N0. 052 pP, 2 P�c,14A Ly1 CM 2NCINWINC, LAND PLANNING, SURVEYING, 6NVIAONMENTAL 9efiVICES 'V V September 2, 2004 Ms. Joanna Spencer, Engineer RE �EP 0 3 2004 Clty of Tukwila Public Works Department 6300 Southcenter Boulevard SEP 0 2004 Iu CW Tukwila, WA 93188 PU61,1C W TU KW I LA RE: Insurance Auto Actions (1AA) PUBLIC WORKS 8801 East Marginal Way South Tukwila, Washington City File .No, B04.014 / Our Job No. 11419 Dear Ms. Spencer, This letter is to fonnaalize an understanding between Insurance Auto Auctions (IAA) and the City of Tukwila concaming stormwater improvements for the above-referenced project. IAA is currently pursuing Demolition and Tentative Improvement Permits at the above.zeferenced site. In accordance with the Mitigated Determination of Non - Significance (MDNS; E04.014), IAA shall either 1) provide pretreatment of stormwater prior to discharge to the river, 2) demonstrate to the satisfaction of the City public Works Department that the existing stormwater system has adequate pretreatment previsions, or 3) revise/expand/modify the existing storm drainage to provide adequate pretreatment. IAA is proceeding with the evaluation of the existing stormwater system as necessary to satisfy the MDNS. However, based on circumstances described below, ZAA has requested that the scormwater improvements, if any, be deferred until the following year during the dry construction season. 1AA anticipates the issuance of required permits within'the next couple of weeks and intends to start demolition /construction activities immediately thereafter. However, if the stormwater improvements are required, they will likely occur within the 200 -foot shoreline setback, thereby requiring a Shoreline Substantial Development Permit (Shoreline Permit) and a Hydraulic Project Approval (B?A) to perform the necessary work A typical requitement of an EPA will only allow work within the river to occur during a summer fish window. Equally important, the stormwater improvements should occur during dry weather to minimize erosion potential and to avoid potential adverse impacts to the downstream drainage course. Paccar (fanner occupant) is in the process of preparing materials in order to file a Shoreline Permit for necessary environmental romediadou activities within the shoreline setback area. The Shoreline Permit application, in addition to the remediation work, would include some stormwater system improvements. We anticipate this application to be filed with the City within a couple of weeks. IAA may elect to coordinate its stormwater pretreatment plans with Paccar's work. Once the Demolition and Tentative Improvements Permits are issued, 1AA would proceed with demolition avid construction activity immediately, and continue through the fall construction season. TAA's objective is to occupy the site and begin business operations during the fourth q uarter of 2004. The improvements to the stotmwator system would occur following the issuance of the Shoreline Permit and most likely in conjunction with Paccar's work during the dry months of 2005 (Summer 2005). For the City to allow IAA to defer the stortnwater improvement, IAA agrees to the following: 1. Prior to requesting an Occupancy Permit, IAA would submit plans, and receive the City's review and a royal, for the stormwater improvements as necessary to satisfy the condition of the MDNS. These plans shall either 1) rovide pretreatment of stormwater prior to discharge to the river, 2) demonstrate to the sit{ of the City Public Works Department 16216 7 AVENUE SOUTH KENT, WA 96032 (423) 291.6222 (425) 251 -8782 PAX BRANCH OFFICES • 0l.YMPlA, WA • TBMECULA. CA • WALNUT CREEK, CA www.bwVhutmn.com z ~ w 00 co w J = r- 12 w w u_ ¢ CO D i F- w z ° z W �o U ON 0 f- w W �U U- 0 w z U o f-- z SEP, 7. 2004 10; 26AM PM TU,,... ~ � REAL ESTATE W N0, 052 PP, 3 air- v.) 04 v, , »F Ms. Joanna Spencer, Engineer City of Tukwila , -2- September 2, 2004 �- that the existing stormwater system has adequate pretreatment provisions, or 3) reviselexpand /modify the existing storm drainage to provide adequate pretreatment. 2. Prior to requesting an Occupancy Permit, IAA would provide the City of Tukwila with a fi nancial guarantee, in the form of a performance bond, in tho amount of 150 percent the estimated cost to complete the stormwater improvements. 3. Prior to requesting an Occupancy Permit and prior to the completion of the required stormwater lmprovennents, TAA would install absorbent materials specifically designed for oil removal in catch basin inserts within the on -slte catch basins /manholes as an interun measure to enhance oil/water separation and sediment removal. 4. IAA will maintain it Storm Water Pollution Prevention Plan (SWPPP), which will include operational best management practices, outlining appropriate housekeeping and maintenance measures to protect the downstream watercourse. , I S. IAAA, shall file a Shoreline Permit application for the stormwater improvements occurring within the 200 -foot shoreline setback (possible in conjunction with Paccar's Shoreline Perirut application). 6. The stornawater improvements shall be completed no later than September 30, 2005. j Please acknowledge your acceptance of this atran ement by signing the enclosed copy of the letter in the space provided and return it co zny attention: Thank you for your consideration, If you have any questions or comments, or need additional clarification, please let me know. Respectfully, Jar S. Grubb, P.B. Vice President JSG /vj /ath . 11419c.007.doc CITY. OF WKWILA l qk V.i ►'' 3NSURAN AUC ONS• B 9 7- o Y Its "UP C. F. 0. ate I z i~ w o: 2 D UO (00 C0 LU -_ Cf) LL W 9-1 LL j S2 �w z w� w U� OH LU LU �r- � O w z CO O z ' SEP. 1.2004 10:26AM REAL ESTATE STATE OF ILLINOIS ) ss. COUNTY OF COOK ) N0. 052 P. 4 I certify that I know or have satisfactory evidence that SCr, -- F4 . 4' i" is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the S V P I C. r- d of Insurance Auto Auctions, Inc., an Illinois corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this , day of 2004. OFFICIAL SAL LINDA JURCZYK NOTARY PIJ uc, STATE OF N LIM"M IMY COMM MON EXPMEB;0110o1OK �1MA+MAM�� (signature o ot ory) ,v pit 7v 2cZY k (Legibly Print or Stamp Name of Notary) Notary public i d for the State of Illinois, residing at My appointment expires v I- - z w JU 0 N o W = D W LQ U� = a F- W. z z° W LLJ U� O- o�- W 2 H H —0 .z w U= O t- z Building Division Review Memo Date: Aug. 4, 2004 Project Name: Insurance Auto Auction permit application Application #: D04 -236 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject permit applications. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Update all U.B.C. code information to the 2003 Edition to the I.B.C. etc. 2. Provide a complete written narrative description for operations of the Auto Auction facility. The business owner or business operator should complete the written narrative. 3. A small exit width calculation and occupancy load total is noted below the floor plan on sheet T-1-13. A typical floor area occupancy load calculation was not provided in the plans. The overall building floor area occupancy load would exceed the proposed exit width. This Department must document any altemate occupant load counting method for consideration. Provide a description for how the occupancy load would otherwise be controlled. The narrative requested in comment number 1 above may be considered and the Pre - application memo from Bob Benedicto dated 6/10/04, (copy attached) may also be referenced. What is concluded for the occupancy load must be shown on the plans. 4. It must be demonstrated how the Restroom count complies with I.B.C. Chapter 29. A restroom altemate proposal references is also found in the Mr. Benedicto's Pre- application notes from June 3rd, item #18. 5. General Notes indicate Emergency lighting etc shall be provided. However, the change of occupancy will also trigger an Fire Alarm system upgrade. The Upgrade will include Visible and Audible alarm per I.B.C. Section 907. Indicate these conditions on the plans. No further comments at this time. • Page 1 Z W JU UO 0 CO S2 w w O LLQ co D =d �w z �O Z F— w w U� o 0 H- wW LL z ui U= F- Z Joanna Spencer - Old Paccar Site at A ^t? E Marginal Way S r Page 1 From: Bryan Still To: Joanna Spencer Date: 7/9/04 2:54PM Subject: Re: Old Paccar Site at 8801 E Marginal Way S Hi Joanna, z If all the buildings have the same address I don't see why we would require each to be metered ~w �� separately. The existing meter is a 6" so they should have plenty of flow. Depending on what the other D buildings intended use is they may want to install their own meters for the sewer exemption. You may U O want to talk to Richard in finance about the sewer meters and their use. Typically they are used to C O p accurately meter the amount discharged to the sewer so they may be billed more accurately on their Co Lu s ewer bill. We only require an RPBA at the property line behind the meter they may want to install LU additional devices to protect the workers in their facility but, that of course is plumbing code jurisdiction. Cf) u- W O Thanks Bryan. � J >>> Joanna Spencer 07/09/04 01:52PM >>> u _ Co Insurance auto auction is moving in to this site. Some bldgs will be demolished and some will stay. Our = w regs say that ea bldg shall be metered separately ? Does it mean they have to install new meters for Z individual bldgs ? Why do they have sewer meters ? Do the sewer meters need RPPAs as well, or they are already protected with DCVA. F- O z 0 > > Joanna w VO >>> Bryan Still 07/07/04 02:08PM >>> Co p F,. Hi Joanna, w w U ~O We have records that indicate their is an RPBA on the premise but, it doesn't list it as domestic the test u~. report just says internal plumbing so we should still require an RPPA after the meter. They also have a 8" z DCVA for fire but, because the site is under construction we could not locate it for a visual inspection. U Co Both devices are current with testing. All the meters are current with A.M.R. Their are 2 sewer and one o domestic. Z Thanks Bryan. >>> Joanna Spencer 07/06/04 08:54AM >>> An Insurance Auto Auction is moving to this site. They will demo some small bldgs, but the large ones will stay. Are they current on their backflows ? How many WMs they have ? They will need RPPAs on domestic water. Thanks, Joanna �_, � � �. ..�. ,. �...: ,. _..... :.�..•«.,, �: ....m. :,�.. w.mGbx_rd+r�Jli+ia.. i� ,A7.9,`'6GS,'< 4 . .. y ...u�u.a......r+l. >..a� .. �. ».........�.... �.�+n�:.x.+. +f,✓r+:vey.evk�.��u .van.....v:.. '.r.. 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director rsoa z �z July 6, 2004 Q 2 LLI D JU UO NO Mr. David Kehle W :C 12720 Gateway Drive, Suite 116 LL Tukwila, WA 98168 W O RE: Letter of Incomplete Application # 1 Q Development Permit Application D04 -236 LL d Insurance Auto Auction - Seattle - 8801 East Marginal Way South = F. W Dear David: ? 1 H O This letter is to inform you that your application received at the City of Tukwila Permit Center on July 1, 2004, is W W determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: U N O— Building Department: Ken Nelsen, at 206 431 -3675, if you have questions O E- LU W concerning the following: H U 1. Please design to the 2003 International Building Code. z U- Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other O H documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other Z 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. _Revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani Spencer Permit Technician Enclosures Pile: Permit rile No. D04 -236 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 FROM : DAUID KEHLE,ARCHITECT �. FAX NO. : 206 246 8369 I ae Amin 4, 2004 Mt: Strvro LVIcaster do Ms. Minnie Dbaliwal Deparenarc of Community Developm= City ofTakwila 6300 South Center Boulevard, Suite I OD Tukwila, WA 9818&2544 Dow Mr. piaster: INSURANCE AUTO AUCTI Sep. 21 2004 01:59PM P2 Ittauennoe Auto Auctions, Inc., (IAAI) a publicly traded company (MSDA% founded in 1984 a Wader in automotive total loss sad sp stalky salvage savioeo in the united Stater, pewides ioaam companies with coweEree6ve, anakeysolut;— to process and sell total - loas and recovered -theft vehicles. The company ==dy has 75 sites aaocs the united States. Our beodq mum is in the Chicago, IL suburb of Sehaumbur& IAAI receives ttrotor vehicles Eorn its insurance eompsoy arstorners and planes Than in inventory. I tereafter, IAA applies for a aalvage tide from the gamane stets agency; S,& D.M.V. Upon receipt of the salvage title; IAA auctions the vdkk at an auction- The vehicles are sold to the highest bidder who then nanoves the automobile from IAA's peopaty. A ehmtniQy of the things IAA does W do is as follows: n LkA does not stock vehicles ala a "junkyard' o lAA does not dismandc. •amtibaliW 'part opt' or take like kind actions on vehicles a IAA is not open to the public. 9nbc to lieeased and registered buyers o IAA does not park its kmmk y on public stnte6 ca 1AA is trot a retainer IAA's Operations are mWly conducted behind either a wall or privacy feom subject to local - , in. IAA adbem diligently w an enviromtwW mandates sad "best practices" with respoct to the collection and disposal of motor vehicle liquids Under separate cover. I will provide s+ ow of 1AA'a'bcst practices' salvage manual and a dirasoory ofour k"tiona tbzougbout On U.S. IAA looks forward to opening for business in Tulewila, WA and to the amendant positive impact an the local economy. Please all me with qumdons or concerns Yours very truly, �r Michael !. M Via Pre6dent. Read Estate & Development End. as noted cc: Kcvio Roberts via e-mail Stave Tibble Craig Wrench, Washi non Holdings via a mail Al Robertson, GVA Kidder Mathews via a_naail File Additional Mfwmotion abort! lnUOUNMMrto Ardawrs lea is avallabie on Av World Wide Web at www raafca,w 850 East Algonquin Road, Suite 100 a Schaumburg, IL 60173 -3855 • T 847 839 3939 ■ F 847 839 3678 www.laol.com Z �Z W Q � W U. 00 to o J C0 LL WO �-J LL a = F- W z t- 1- O w ~ W U� O- O 1- W H� �O W Z U CO. P I: 0 E- ' z FROM : DAUID KEHLE,ARCHITECT -�. FAX NO. : 206 246 8369 Sep. 21 2004 02:00PM P3 t DESCRIPTION OF INSURANCE AUTO AUCTION USE IAA is a seller of insurance "totaled" vehicles, After an accident, the car owner has the car towed to their repair garage where the estimate for repair is prepared. The owner's insurance claims adjuster determines if the car is "totaled" or not. This can take several weeks and is not done at this site. Once the insurance carrier has determined it is "totaled ", it is then towed to this site at the drop zone area for IAA's inspection and paperwork. It remains in the drop zone for potentially several hours and is then moved by a forklift to the vehicle staging areas. It can remain in staging for thirty days to forty -five days awaiting title transfer. Once a week, an auction is held on -site with up to 150 buyers and visitors, this being held inside Building B. Once the vehicle is sold, the buyer has three days to remove the vehicle from the premises. There are two separate parking areas. One is for employees and vendors (50 stalls) which is used everyday. The other is for buyers on auction day (100 stalls) and is open on auction days and up to three days after the auction. 12720 GATEWAY DRIVE, SUITE 116 (206) 433 -8997 SEATTLE, WA 98168 FAX (206) 246 -8369 email: dkehle®seanet,com z H '~ W cc 2 3 UO y0. W= J U) LL w U. U = w Z �. l'- O. z r_ w w D a O � o I-. W U. O w z U= 0 z PERMI COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -236 DATE: 01 -03 -05 PROJECT NAME: INSURANCE AUTO AUCTION SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 afte permit is issued I DEPARTMENTS I Buildiivision Fire Prevention Pi Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator X_ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -04 -05 Complete I Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2 -28.02 Pr EWAIT COORD COPY DUE DATE: 02 -01 -05 Not Approved (attach comments) ❑ z '~ w UO N co W J = �LL w Ua co D = F _ w zF- F- O Z F- LU W UC3 O N o�_ W F5 H U- O LLI z co O z 11 a PERMIT CQORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -236 DATE: 12 -6 -04 PROJECT NAME INSURANCE AUTO AUCTION I i SITE ADDRESS 8801 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS Builtifing Di 1 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator iff DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: x APPROVALS OR CORRECTIONS DUE DATE: 1-4-05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2.28 -02 s::: � ,:,u;_:�o�;�.'.ei,:.; �ei'n,.�l.:tt ue �.a.swa.. ..ant a'.iacyyn:�t'.:.:+Y�P1azn' yam .�'4�gyf ' '. ' �c.. '. �!wif ".�us. - '�a.(r':,3;T.dtk: 4++++tWrl:r _ ?tvta';'i\ ' LS.t;,y •' t'.�x : w4S: �Skr,: � :..f.L.>:+1iva4al.i.�!.:ui+.du. ❑ No further Review Required z ~w o 2 JU 00 W= �w w U-Q �M CY 1: F- w z� ZO LU W U� o - o�- wW F� Lo .z w U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -236 DATE: 09 -16 -04 PROJECT NAME: INSURANCE AUTO AUCTION SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal X Response to Correction Letter # 1 Not Applicable ❑ DEP RTMENT Bull h N Public Works ❑ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Response to Incomplete Letter # Revision # after /before permit is issued Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑o APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip,doc 2 -28.02 ❑ No further Review Required DATE: C DUE DATE: 09 -21 -04 DUE DATE: 10 -19 -04 Not Approved (attach comments) ❑ z w � D UO CO 0 J f_ CO U. w LLQ co D. = F _ W z �O z�_ LU U O co o�_ wW HF- O L11 z CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -236 DATE: 07 -08 -04 PROJECT NAME: INSURANCE AUTO AUCTION - BLDG B SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision #_after /before permit is issued DEPARTMENTS: r Buildin iv sion Fire Prevention 00 115 2q ,0 Structural ❑ Panning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [s1 Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route dStructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 07 -13 -04 DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only QQ CORRECTION LETTER MAILED: 7' `7 tj y Departments issued corrections: Bldg K Fire ❑ Ping ❑ PW ❑ Staff Initials:_ S PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 DUE DATE: 08 - -04 El Not Approved (attach comments) 1�� z ~w JU UO W= F- CO W WO LL � = W F- O z I-- W W U� CO o �- WW U- O z W CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -236 Response to Incomplete Letter # PROJECT NAME: INSURANCE AUTO AUCTION - BLDG B SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 07 -01 -04 Revision #_after /before permit is issued DEPARTMENT S: s -,G d � fP � �v A Buil A ' h ivision A Fire Prevention ® Planning Division Public Works R Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 07 -06 -04 Complete ❑ Incomplete d Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 7'G' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Dccuments/routing sllp.doc PERMIT C O O R D COPY 2 -28 -02 ❑ No further Review Required DATE: IN DUE DATE: 08 -03 -04 Not Approved (attach comments) ❑ z rz �w aa JU UO CO co LU __ r~ S2 LL w U_Q co D = �w z �O z�_ w w U� C0 o F_ ww O w z U= O z PROJECT NAME: .�.r<.su e . . , �� ` � �� PUY - NO:. D' - o 34 Site Address: 8?0/ Original Issue Date: REVISION LOG Kevision Date I I Staff I Date I Staff No. Received Initials Issued Initials lZ -oG - a y i ACZ,11 ! /a _11s C-1 Y Summary of Revision: Ad6( AV Received By: ---- --tpiease prim Revision No. I Date ! Staff Received 1 Initials I Date I Staff Issued Initials I r- 3 - °s I Sys Summary of Revision: w o ' x1i) - -8-77 - 7 - - 1 .,e � Received By: (please print) ' Revision No. Date Received Staff I Initials Date Staff I Issued I Initials 7 !. Summary of Revision: Summary of Revision: Received By: (please print) Revision No. Date Received Staff I Initials Date I Issued Staff I Initials • I I Summary of Revision: Received By: (please print) Revision No. Date I Received Staff I Initials Date I Staff I Issued Initials Summary of Revision: Received By: (please print) • rri.+ xc (:' �R4 �S... u. �..'".. r' m...."' �tLT.«,.-= �".Yi�cca:�u.:...rsr z Z � UO 0 W I— CQ LL WO LL Cl)d = w z� HO z F- w w U� O N O F- W LL O i W z UN H O z ti O i2 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiva.tts REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: IV I I dyJ 1 272 Plan Check/Permit Number: V2� - Z��2 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # - Revision # � after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Namd: Project Addre Contact Persoi Summary of Revision: PERMIT CENTE Sheet Number(s): OWI 14 ; 'r- I- 0 �6m r* Mee 6ftrNk • U �V , "Cloud" or highlight all areas of ref ision in clitifing date of revision Received at the City of Tukwila Permit Center by: '< i_eS r".", Entered in Permits Plus on applicadonsUorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z I �- ~ W � D J0 00 D CO -r CO LL w LL a �D = �w z !— O ZH W5 U� O� oF_ w LL F- LL F- LLi z U= O z JAN 0 3 2005 1LA a[ `O N�ti i 1908� City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cOukwila. wa. us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 a - 1D - 0 '7' Plan ChecWPermit Number: LJ��• 0�,3�0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 7i• after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: :22/161,i,/ MCA, Project Address: 6801 1 t``Q,i WQ'� • , Contact Person: Summary of Revision: hone Number: Act ciuD-- I , ev ,- ITy KWII G PERMIT CENTER Sheet Number(s): 6b - I - e)- 1 `4' - F- I - e) "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: ] Entered in Permits Plus on applications\torms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: I�. zz e� 2~ `~ W oC 2 D J U U W_ �LL u1 0 gn = �w z� r-O z H- LLI U� CO 0 F- W W �z ui CO O z ��vrf •. ,ti ;y �� 1908 REVISION SUBMITTAL City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /u Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �Ti ` Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued D04-236 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Insurance Auto Auction Project Address 8801 East Marginal Way South Contact Person David Kehle Phone Number: % - %M -Mq4� Summary of Revision: 1 e K1f/r .- W { olro"' i - t ' Sheet Number(s): V, V - I - -I I "Cloud" or highlight all areas of including date of revision 2 Entered in Permits Plus on f: l pplications forms - applications on lmc evasion submittal Created: 8 -13 -2004 Revised: 'r�1, ,iis uK. *u,'uA .�riA,.i'Si��'. *v.• .bnc(Yir e- w»+'K4i:iwY..i'wk6+i��r r+k ,tai Y.td'..awiAaY�M.Si ��+.w.wht... Sw...ar .... .�.n .n w- .,u.:.w.a ,. c. + .itrr`e:�2aGi+:::�ttL' "' Z �z �w Q� JU UO CO CO w J = LL wO U - �D =d �w ?_ r~- HO Z 1-- w w U� O� o F- wW LL 0 CO O Z lea (�tb�tc�cD u ��c� E - 04 try Received at the City of Tukwila Permit Center by: .�. iLA' wqs City of Tukwila �r J �, Department of Community Development - Permit Center -� 6300 Southcenter Blvd, Suite 100 fo N f = Tukwila, WA 98188 19 oa * (206)431 -3670 rs REVISION SUBMITTAL Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date 11 Plan Check/Permit Number D04 -236 N Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Insurance Auto Auction - Seattle Project Address 8801 East Marginal Wav South Contact Person David Kehle Phone Number Cnmmnry of Revicinn- a. v- -i.'l -ro U 9 -0 J, OMP ��,,�^,'' tt Sheet Number(s): �J�IK LTR#— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k C Entered in Sierra on - 7 Y S�cS 07/06/04 z ~w oc � 00 Cl) J = H CO W w LL Q U� = �. w z F- F- O z I— w w UC3 ON OH w U. ui CO 0 O z DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BYLAW AS CONST... CONT GENERAL. ,.. F REGISTERED.AS PROVIDED BY LAW AS Please Remove CONST CONT GENERAL CC .4S SGACO - #bS -4'BS ! 6w ���.�,', EFFECTIVE.DATE �'.2 01//10 1992. I (! S G A CORPORATION I 1501 N'200TH ST i SHORELINE WA '9813.3 S G A CORPORATION .. . F625- 052-000 (3/97) 1501 N .200TH. ST Detach And Display Certificate Z �W U' UO N o J = 1-- 00 u- W c 0 L u- Jr Cl) =) f CY = W ' ?H ZF- U� O N .0 H W HF- tL O W Z U= O F ' Z F REGISTERED.AS PROVIDED BY LAW AS Please Remove CONST CONT GENERAL REGI ST . ## EXP . DATE' And Sign 0001.....SGACO * *084BS 01/10/2006. Identification EFFECTIVE. DATE.. ; _;.. 01/10/1992' Card Before S G A CORPORATION .. . Placin0 In 1501 N .200TH. ST Billfold SHOREL � ' l Signatu (slued _ EMiRT ENT OF LABOR AND INDUSTRIES II /1 /���� ``` ��r♦11t 1111 I Ib25- 052.1)00 ` � O N . NOTARY �•; — — ; ' P UBLIC 92 VARY F 5 �hpllt nlriN���� Z �W U' UO N o J = 1-- 00 u- W c 0 L u- Jr Cl) =) f CY = W ' ?H ZF- U� O N .0 H W HF- tL O W Z U= O F ' Z • •.Xi , .Y,.•ri1'.1 a °•ti.1v e :,R..PRIr"1?;,trvr -ev 4, ?r•OA'W'Yi1� ' ONALL TO TIMELY E 32 Olm-1 SMN L": o 7" POLL r BA 5 E C H A I W L INK FENCE SO. SEVER LIFT STATION o VEN%A r VAULT Fool110011 (NO PPES) 1 * t II= KIONT. /(! � a FM Pat. . IJ 4M F.F. M L */UAW r •, ROOF tADW ' FPSP E d' UP EM& C vp } R ' V APPROX 2 0 FROM MHW rC E Ir CIIC EST 37 1 • I I KaM ally 1 vw • t � /UJIIIAMIE • W9 FL000 El. M" • e. t . 114 WM MOH OTER LSE• 4.5 t FEET � 1 « CONC. RETAIN. M11► I Ito �c � �ff7 9A_ 'slo 0 •. t I yr j. $^A 4V t M0. uvu / �U•UV.1J.1 N j The Holing Company E. tell . Marginal Way S. V � swN.►c i ,, et w rower L MET } ININ A ° MAI N�� Nt ► N INK F� ���� �� • POSE PM wI fh \ ` Y 91.3 y -- -- - _...... _ -q EX CURB CUT , i t sotT. ® M ./M► ./Frsr r►sr •/1 *s AU M EXIT - owe. �• PIq,E ►rr -1 ?.4 FrJO1MW . 5,4101 S00. t3 vWv VK F.F. qN •' / \ KW 14T •A3.4AI1. I ; `� vv r tD ON OOIIC. Mp \\ `It to OdIC Frio . \\ ` � ` ` .A ` ,LE STAG o SLAD �. - _ • '•r ` ; ��~ :LE STAG o fp \% EXISTW3 CUft MT 10 `� BUILDS B \\ •.� �` •t,,_ � � • � r . • , • IS PERMIT \\ •',, � . ' '• . • 9 o :.. • PARKI1%s GARAGE •n PULL -OUT/ r OCCUPANCY GROUP s BUYER PA111111*4 \ \` 9 1• a 11 • YFFITH7 : Q _ ' : NEW STRIPMI's � • ' ' , t \ \\ �,.�. • � � . TO ML ` t• 4 ` i F w t FT Nr>i I , ' win OF aw ; t ~ r, Elrom • 1s.17 PEST (No=) ) 0' SETBACK I .... ® \\ F NIE M1LVE ... �,..* •« f BUILD1NCs A �. ,• v. r ` rk 25 8l.DC. FOO RM1 AREA • 13 9" t FT CA Of ey -- .>� N .dN _ _ + AR EI M HEKAIT � .4' ABM F.F. OtWlOIdIL oibwE�•r � G R A V E , ,► _ T• MATER . r �. ' I� 0 CO G U A R Q R A I L _, �. s�•r�a..� , o v A a c a o // 1• I EI" IPLOYEE/ Y 0) c0 O , EX SLAB ' s 1 0 V A R 0 R A I l `� ' It 4 P41C S• A. ' /% �' CU8T01"ER ENTRY" F-- I RECE86 �4 II R - - - - - - - - - - - - - - w, 'EXISTMG CURB CUT CO 00 t o DOCK I I ----� L I Z t I AREA sue FOUNDATION / R �+� y r to -N _ �Oh� r fF •14. SLAB I 0 . . ' O ° s ELI GATE / , s �% ` i n • • JT = 9 +PAIR ID' / �" 11* N ' FLOOR•16.l6 a -� V) 5TANUMD MIT srANONRO ua+t STO R EVIEWED . � ,: , -eoz •(,�• « ° : CODE COMPDLIFAOR FENCE �' / TALL / F A .,� W . O NCEB ALL CHAIWriNC -i O ° o O F-00 y // - /- d I / .�� w r - O x N Q AUCTION YARD ua�r SM.(". 121005 ri / `���, ,.. - _ ,� N W ! '. '� Of wIIaI /i� .• \\ ING DIVISION I CNAINLINC VEHICLE _ //i V t l j ATCN EX) AA RE V 4. wvD4 maw C H A I N L I N K FEN GATE -PAIR / �' " ........................ CE ALONG PROPERTY '. "ONWOLLED& a 1 - ENTRY > MV GATE a i. PAIR 10' -m' TAX' l.4T No. SL2 -QG1G / / . ' /,' ..•- ON F�C�LLERb O .. .. �� CONTAINER PROPERTIES � .r � ;� ' & t • 11oM AVE / / 1 s� w ' �+ 829 E. Marginal Way S. � PEW GATE MM • Tukwila, WA 991G ' ..•�o' pr. 1 / GATE TO DE - z / .LOCKED � «.� ....a.,. PAIR Im' -O' � •;. � I� / / , w W 1 xur_ . , , Est t �1TE nM - TI �r 2 c, 04 y SCALE: I' A,6m' -m" RM mvift appmw 15 ,t m �1 RI'1d LEGAL DE N �AM" Of does not author d the *13tion of r ,� �� z O rn A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP ,,r 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION 0' I +s a► 'fir- ,., OF TRACT No. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE N0. 120091, OF _ BUILDING AND S� ) THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED SCALE 111 B ;� ' AS FOLLOWS: ID CODE: IBC 2003 � � 1. CHANGE USE TO ENCLOSE PARK( � . bm' 1 PARK GARAGE W/0 EXHAUST SYSTEM V Q r y ZONING: MIC /H " ' "` "' ' " ""' """' NI (CONVEYER, PIT AREAS) AND FILL IN LARGE PITS COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL WAY SOUTH, WHICH POINT SITE AREA: 1,061,980 SF (24.38 ACRES) EXISTING OP E NG f LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH UNE OF SAID •. FRONT 20 � � SETBACKS: ' � p NATION RANG CLA N0. 38; SIDES 0 THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF �y d REAR 0 P IN CTURE 1/2 E.., COMMERCIAL WATERWAY N0. 1 !DUWAMISH WATERWAY); MAX. HEIGHT 125 5. RE- STRIPE EXISTING STALLS AS SHOWN . z THENCE SOUTH 15' 00' 00' Ek"T, 456 FEET ALONG SAID ELY MARGIN TO A POINT LANDSCAPE: FRONT 5' 6. INSTALL NEW 8' CFWN LINK FE1NC1 N SIDES 0 NG WITH NEW PAIR OF MIN. 10 THENCE EAST 1574.72 FEET TO THE WESTERLY UNE OF SAID EAST MARGINAL WAY �� � ROLLERS THE PROJECT INFORMATION REA 0 7• AT ALL SLAB EDGE N c THENCE NORTHERLY ALONG SAID WESTERLY UNE AT 481 FEET, MORE OR LESS, TO PARKING REQUIRED: OFFICE: 3.0/1000 USEABLE S• T AS REQUIRED W/ CONCRETE TO R; THE POINT OF BEGINNING. WAREHOUSE: 1 /1000 USEABLE FIRE DEPT. ASSEM Y a TAX ACCOUNT MUMMER SITE ADDRESS � Bl USE E M 0 0 (RED. �I I 542260 - 0060 -03 ,,... I EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO 8801 E/i1$T MARGINAL WAY GREAT NORTHERN RAILWAY COMPANY ET AL BY DE SEATTLE wA 98108 ED DATED MARCH 7, 1957 RECORDED UNDER KING COUNTY RECORDING NO. 4784818. LEGEN D 0 P 'POWER VAULT CURRENT OWNER M W" (AS NOTED) PACCAR, INC., A DEUIWARE CORPORATION OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY + DESCRIBED AS FOLLOWS LAND USE GOVERNING JURISDICTION LUMNAIRE (Uk) CITY OF TUKWILA, WASHINGTON BEARS NORTH 89 15' 54" WEST, 2470.01 FEET ALONG THE DONATION CLAIM UNE AND SOUTH 23' 40' 59" W. 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL 00 YARD LIGHT + ¢ SECTION CORNER (AS NOTED) 9) POWER METER • FOUND FAR /CAP (AS NOTED) • 'a' POWER POLE o FOUND LEAD/TACK 0 AAE,'TION BOX (AS NOTED) 0 SURVEY MP MANHOLE (AS NOTED) 1. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 845371 CONTI?Ol STATION (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TITLE CATCH 9ASM (CO) INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT ASPHALT 0 WORM MANHOLE (SDW) 0 SWIARY SEVER MANHOLE (SSMH) �� ' ' •' WNCRETE C SANRAFN SE1p VVi/7W (SSCO) 93 CAS METER 'y= ,.:•t„�'• 1. GRAVEL CAS VALVE - r --.- N ._.._ N ATER LINE 94 MATER VALVE W SAMTARY SEVER UNE FIRE HYDW �UNEDRAeWICE LINE *TER MAIMIOIE� ® NYITER METER ` - TWO - ' - ' TELEPHONE UNDEIICROUNO •a SIGN --- Kuc) ----- POWER UNWRGIlOUND ® 1 YELL ""' '(a+)- POWER OVERHEAD "-'•X - CWM LTA( FENCE ENTRY > MV GATE a i. PAIR 10' -m' TAX' l.4T No. SL2 -QG1G / / . ' /,' ..•- ON F�C�LLERb O .. .. �� CONTAINER PROPERTIES � .r � ;� ' & t • 11oM AVE / / 1 s� w ' �+ 829 E. Marginal Way S. � PEW GATE MM • Tukwila, WA 991G ' ..•�o' pr. 1 / GATE TO DE - z / .LOCKED � «.� ....a.,. PAIR Im' -O' � •;. � I� / / , w W 1 xur_ . , , Est t �1TE nM - TI �r 2 c, 04 y SCALE: I' A,6m' -m" RM mvift appmw 15 ,t m �1 RI'1d LEGAL DE N �AM" Of does not author d the *13tion of r ,� �� z O rn A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP ,,r 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION 0' I +s a► 'fir- ,., OF TRACT No. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE N0. 120091, OF _ BUILDING AND S� ) THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED SCALE 111 B ;� ' AS FOLLOWS: ID CODE: IBC 2003 � � 1. CHANGE USE TO ENCLOSE PARK( � . bm' 1 PARK GARAGE W/0 EXHAUST SYSTEM V Q r y ZONING: MIC /H " ' "` "' ' " ""' """' NI (CONVEYER, PIT AREAS) AND FILL IN LARGE PITS COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL WAY SOUTH, WHICH POINT SITE AREA: 1,061,980 SF (24.38 ACRES) EXISTING OP E NG f LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH UNE OF SAID •. FRONT 20 � � SETBACKS: ' � p NATION RANG CLA N0. 38; SIDES 0 THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF �y d REAR 0 P IN CTURE 1/2 E.., COMMERCIAL WATERWAY N0. 1 !DUWAMISH WATERWAY); MAX. HEIGHT 125 5. RE- STRIPE EXISTING STALLS AS SHOWN . z THENCE SOUTH 15' 00' 00' Ek"T, 456 FEET ALONG SAID ELY MARGIN TO A POINT LANDSCAPE: FRONT 5' 6. INSTALL NEW 8' CFWN LINK FE1NC1 N SIDES 0 NG WITH NEW PAIR OF MIN. 10 THENCE EAST 1574.72 FEET TO THE WESTERLY UNE OF SAID EAST MARGINAL WAY �� � ROLLERS THE PROJECT INFORMATION REA 0 7• AT ALL SLAB EDGE N c THENCE NORTHERLY ALONG SAID WESTERLY UNE AT 481 FEET, MORE OR LESS, TO PARKING REQUIRED: OFFICE: 3.0/1000 USEABLE S• T AS REQUIRED W/ CONCRETE TO R; THE POINT OF BEGINNING. WAREHOUSE: 1 /1000 USEABLE FIRE DEPT. ASSEM Y a TAX ACCOUNT MUMMER SITE ADDRESS � Bl USE E M 0 0 (RED. �I I 542260 - 0060 -03 ,,... I EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO 8801 E/i1$T MARGINAL WAY GREAT NORTHERN RAILWAY COMPANY ET AL BY DE SEATTLE wA 98108 ED DATED MARCH 7, 1957 RECORDED UNDER KING COUNTY RECORDING NO. 4784818. CALCULATED LAND AREA ' 1,061,980 t SO. FT. ,(or 24.380 f ACRES AL A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33 TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT CURRENT OWNER PORTION OF TRACT 2 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, PACCAR, INC., A DEUIWARE CORPORATION OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS LAND USE GOVERNING JURISDICTION COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL WAY SOUTH, WHICH P01NT CITY OF TUKWILA, WASHINGTON BEARS NORTH 89 15' 54" WEST, 2470.01 FEET ALONG THE DONATION CLAIM UNE AND SOUTH 23' 40' 59" W. 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL FLOOD INFORMATION WAY SOUT FROM THE INTERSECTION OF THE LINE BETWEEN THE DONATION CLAI OF rEDERAL EMERGENCY MANAGEMENT AGENC (FEMA} INFORMATION: FRANCIS MCNATT AND HENRY VAN ASSELT WITH THE EAST UNE OF SECTION 33, FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE WEST 1574.72 FEET TO THE EASTERLY UNE OF COMMERCIAL WATERWAY 1 • PANEL 645 OF 1725, DATED MAY 16, 1995 MOST OF THE SUBJECT PROPERTY IS IN ZONE "X" - 'AREAS NO. . THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HEREIN AS POINT "A" FOR SUBSEQUENT REFERENCE; DETERMINED TO BE OUTSIDE 500 -YEAR F'LOODP A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY 0 AEw THENCE SOUTH 2T 02' 00' EAST, 46.03 FEET; IS IN ZONE - SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100 -YEAR FLOOD BASE FLOOD EVEV ATIONS DETERMINED - 8.4 FEET (SEE DRAWING). THENCE EAST 561.38 FEET TO THE WESTERLY UN OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23' 40' 59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE NOTE POINT OF BEGINNING. 1. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 845371 EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL, COMPANY TO (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TITLE (GREAT NOPTHERN RAILWAY COMPANY, ET AL, BY DEED DATED MARCH 7, 1957 AND INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT RECORDED UNDER KING COUNTY RECORDING NO. 4784818. FOR FURTHER INFORMATION REGARDING FINANCIAL, (NATTERS BEYOND THE SCOPE OF THIS SURVEY. H PROPOSED USE OF SITE: SALVAGE AND WRECKING OPERATIONS WITH ASSOCIATED ADMINISTRATIVE OFFICES. z d w .. BUILDINGS DESIGNATION occu �r �BSL w TO REMAIN: BLDG. A 13,973 SF V -8 U E"'R BLDG. 8 & S2 ,� 215,400 SF BLDG. E F -NO WORK 16,560 SF V -B ® W BLDG. C F -NO WORK 1,764 SF V -B '� 1 BLDG• D F -NO WORK 5,161 SF V_B C?Ty OF W ► TOTAL 253,158 SF to JAN A ' 'BUILDING A 3 � O "6 � � 'r SECOND FLOOR: 8 (NOT OCCUPIED) 13,973 SF V -B a Qt • � P EAA�T CEJ�fTEF1 a CC) W f PARKING: PROPOSED 203 STALLS (INC. 7 H. C.) BUILDING NOTES BUILDING B: TO BE USED As AUCTION AREA, PARKING GARAGE ENCLOSED. OCCUPANCY GR BLDG TI ROU S2 BUILDING A: TO BE REMODELED ON FIRST FLOOR ONLY (NOT OCCUPYING SECOND FLOOR) WITH INTERIOR , NONBEARING PARTITION REMOVAL AND NEW INSTALLED. ENO CHANGES TO HEATING AND COOLING, MINOR DOOR f ACCESS CHi ?a TO EXTERIOR. ; .,. v • 4 f *SITE PLAN BASED ON SURVEY BY BARG wAUSEN (10- 31 -03) '% \VVk**d00U 1111111WWoADW0404 Insura AvWv04Xo61- &Tl.ft .. ..- .. -. �. t ..y..•. ,,.,.r+...Mr .,. w .. •n},t.w.•.T �yy. ,.w' ,KM�'_ - �1t.Yt{�MMf'Y�'�1R *+llTs ?t! A~ ..• ! .!. • . 'AM .+M'1 .,. , «' •up...7 'x : •,, • .. ML•`;, '.rY IM•M�/� awb"WAl JiY ' M . ter.. �♦ �/•► � aF •. .'�•� . �.. ,� � • .. r EX. STUD WALL NEW STUD WALL ---� EX STUD WALL --- NEW STUD WALL REFLECTED CEILING PLAN ac-ALE: ve"of'-o" RESTROOM PLAN N SCALE: va'st'-o" ���' .'���iiY�•i'llxdr•'.!"v iY.'Y ai ii.:i�"- .�►+Tlw4dfr i.. d►'+■aM+� ... r , EXIT SNOW ARE 3k1', NON- LOCKMG �0 DOORS •ZILF OF EXIT 007 .186902 .1,110 CAPABLE 8-Ru''I LO 1mr-s B FLOOR PLAN 9C•A_E: 1,32' • I' -0' FIXTLM ACiCO MEN: 5 WC/U, 2 SINKS R 15 MALES WOMEN: 2 WC, 2 SINKS « 25 WOMEN s 100 OCCUPANTS LOAD BASED ON 2003 IBC CHAPTER 25 AS MODIFIED BY WAC 51 -50 15 215,400/2000 it 108 OCCUPANTS ADDITIONAL RESTROOM5 ARE AVAILABLE IN ADJACENT ADMINISTRATIVE BUILDING A. OCCUPIED TIME FOR "AUCTION" 15 S AM - I FPM, I TIME PER WEEK 0' I6' 32' 64' 9b' 128' SCALE 1/32" • 1 -0" 0 r G AV T T FOR EW Y R Rl9� 7Mb R PROVIDE A OMIT MtICE FOR FILLNG A W AMONALT COVERWs m RLL HEHGHT FRP -WaITE C40VED 60 OHM VNYL BABE - FIRE ALARI UffAgAgg$ 0 1 "'' E >_4 A 1 FLOW oxcm AND MONITOm TO my bP'RBKLER PANT $PRAY BOOTHS, HEAVY EGMJIPMENT, ETC. THE NEW USE WLL. BE AS AN AUTO I , DO�. / EDETECTOR C1#CK VALVE dERVm THE SITE FIRE ' ' �V , M SYST" IN IE CF SM TW* WU r . ' n. • r •, VEHICLES. THE AUCTION WILL TYPICALLY NVO00E APPRIMMATELY 300 CARS AND 2D0 MYERS ON AUCTION DAY, AS %S#CLE ARE SOLD, THEY ARE FOINI FTED T O I'10NITORED VIA P4M AND TALL TIE TO AN E)MTM IN A ALAAW PAIL IN MILDNG A Hid .� I& 11PROY of PILL OTATI" WN Awe1eLE AND V1b1eLE AH OUTSIDE STAGNG AREA AND THEN THE FOF4Q.FT DRIVEL! WLL GET ANOTHER ALAA!'1b AT EACH EXIT DOOR (8 TOTAL PILL STATM) 111 VEHICLE AND PLACE IT FOR THE NEXT !LEEKS AWTIOK N TWO WAY, THE FORKLIFT DRIVER 16 ALWAYS MOVING A AIDIDL&%'*JAL DEVICES AT EACH EXIT DOOR ANC VEHICLE, THERE IS NO IDLE TM FOR INSTANCE, DMI■ENED THE 9,RD M B. THIS DOES NOT � • � s $maw A S IT 16 FOR LOCAL 6GRESa OILY. � � • 'c. PATHNAY LWTNG IS TO BE 66TALLED ® STAG" NEXT WEEKS AUCTION, AUCTION II, OF 300 VEHIMES. MINI''E ; ` EMIOVE EX _ FRP OVER WATER VEHIC ' RESISTANT GYP. DD. L?� ARE NOT OPERATED MR THEIR OWN POIIER THE 52 EXHHAUST SYSTEM 18 NOT ( E =04 N REl' D. a WERE LOOKING U r I CALCULATION N y A Al 'RR ETC: 4OW X 0 AW4TT/8F • 324 WATTS . � x • . .. 4 2T1 &MACE MITD FLUORESCENT 66 W1TT X 4 RXTLMES •2% II ATTS 1 ' , LEGEND r GrEDULES x A I EXISTWs WALL IL K IM -M FLOOR IE:1LI OW VIM IILCOM 6' BASE I�EILJ STEEL STIR IL . L IM-MI IMALL.S= FILL WAT. FRP MITE (ALL WAILS) , • OvW UM RESISTAINT GYP. W. ., ' . NEW DOOR .. CELM GYP. W. PANT (AGE) • S' AFF MOTE: PANT GYP. BD• OATS" MIALL6 TO 51"IWOM - EXISTNG DOOR PERN"ETER REST100i0P1 M14L■LS TO 19E 6' X 20 GA. STEEL. STIR • 24' Of., WITH! r -19 BAIT � Nd14.ATI0N�, VAPOR DARTER ON WIIIW'1 IM S/8" WATERPROOIt GYP W. EACH : SOTCW GIDE(M • m0w) PL&O s WALL TO BE 10' TR" WITH 6' X 20 GA. STEEL STV • 24' OTC. WTW 80180 , [ 2T, SlNFACE MW R.UONESCE T IWAOMIC DILATION WW SW ML4IEIQPI000F GYP. 15D. EACH SCE. gARRAP, T-8, ELECTRONIC BALLAST N3' X D GA STEEL. JOISTS • 24' Oa WTH R•30 BATT NWULATM 5/8' 00 ` O ; EXIT UUMINATED EXIT SIGN IW Eh1ElOGENCY GYP. W. WITH HORIIMAL STIR WtVC*4.4' OC ON TOP SIGN 10 WTORAGE 0 M PATHWY ILLLMNATION, BATTERY BACK UP ABOVE' c0 00 DOM co IQESTROM - 3'-r X 1'-0' HOLLOW METAL DOOR lM6tJLATED) ON HOLLOW METAL ` MRS (PANT DOOR AND PRATE) MATH MX41 LL, KATES EACH SIDE. CLOSF� ICK PL .R.. � � Q Y # HEATHER STRIP. ! • 405 WP X 08 • 324 WATTS ALLOIIED y co co 0 r- w ' t SINIFACE M10I8NTED 4' - 2 TIES ACRYLIC t APPED RXPEWC W MATH T-8 IINA AND vim' W ELECTR M BALLAST (66 WATTS EACH) (2 PER RESTROC1I") s 269 WATTS •� J 00 • - � � � ;� - � , is � Z � - E - : EXIT DOORS ARE TO HAVE SIGNIIGE "THESE DOORS TO Fe" ft OCKED txm = x c v ^ W REVIEWED FOR f BUSINESS WOLMI WITH LOCKOETS TWAT OPEN FREELY FROM INSIDE SPACE, iR OrwmE a U- = (n a) CODE COMPLIANCE uvER HANDLES. .. ;; e /L �p�; ^V�4 t FILL FLUSH ALL C)NOUR aTI9S, }'L■t1'I�Ir CAPS, EGURR ENT BASE C47NI�EiC)N16 CT, 4D JAN 1 2 1005 ETC, TO PROVIDE AS SMOM AS POSSIBLE A gIORKASL.E FLOOR r 2. EXISTNG RAILS IN SLAB ARE TO REMA81 V ITS 3. P ARE TO BE COVERED MATH! STEEL PLATNG ANC BOLTED TO SLAB OR FILLED � � WITH PEA GRAVEL ANC NEW 3' AWPAL.T PC NED TO LEVEL UTHI ADJACENT &MACE$ CI Of a U tY kwIIa CAP AND PLUG A W AND ALL PENT HOLES, CONOWT PENETRATIONS, ETC. TO ME WATER �t BUILDING DIVISION 4, PIOOVIDE ELECTRIC HOT WATER TANG FOR REST10o0I�s Una BLOW am T OUTSIDE s (LOCATE ON FLOOR NORTH OF RL: aTROOM, N CORNERS S B . MOT L & S SHOWROM TO BE LIN FATED SPACE !VERIFY DRY SYSTEM! � 6. FBIISOOM16 TO HAVE ELECTRIC BASEBOARD HEAT. (PRESCRIPTIVE APPROACH) E mm4 t . _ IPE 1. PROVIDE 6' DIAL STEEL P , CONiCRM FILLED l3' BELOW SLAB, 4' z ABOVE) PTED AN RED. 4 PER DOOR IMO PROVIDE ALLOWANCE FOR D DOORS TO BE ... .. N LOCATED BY TE ANT .. b CAP ALL EXISTING FLOOR DRAINS, WEAL TIGHT ALL MANHOLES OR DE ACTIVATE *0 FILL. P NOT AN ACME LINE (VERIFY DISCHARGE POINTS) I S& FILL W/ T A6PHIA1. ,ALL AREA6 OF OLD BLOCKS THR ARE MISSIrG AND REMOVE LOOSE BLOCKS, TO PRONDE A LEVEL AN0 STABLE &ffACE Q� 10 N ALL EX PITS, CAP ANY 1 APO SEAL WATER TW R PROVIDE A OMIT MtICE FOR FILLNG A W AMONALT COVERWs m RLL HEHGHT FRP -WaITE C40VED 60 OHM VNYL BABE 06UTE war Wr►�c� NO DRAM MrEb '-� FRESTROOM ELEVATION zw � A � wa W cn � co ne�uh ►ar WATER! & ��-� co W AND DRAIN met$ low" co U) rn---\ MSTROC" ELEVATION SIDE GRAB CNW 'A" RESTRDOM ELEVATION 3 SCALE: 1/ " NOTE RAOM CONTICL ON TOLET TO OE TO THE LADE SM OF Tit STALL (OR C8r'fER CM TANU MOAT AN ACCESWN11 TO *W AM TO ORIM71 s FORMON OP AYCCESdORY SWAII CO OML FAUW OR 1W KOW T"q LDG B TI cma JAN A ?016 I — B ap0q —23(p AWkM1.4 10416 hapoN w AuC W%BuN" IMT -1-0 my 12494)4Av % T- 141, I . ._.. .....,. ..... ....a..a■„+,.••a. bra ", tiX1 're• WAN. �i;`; .iiii � �MMt r'�w► ,' 7�:r.+r- .M•�,;, +la� " ✓il6'•r�"� o- I "—blot ~ W x34 THE EXIST81Cs ST LICTIM WAS USED AS A TRUCK M1A16FACTINER (PACCAM, WHICH WO "'' E >_4 PANT $PRAY BOOTHS, HEAVY EGMJIPMENT, ETC. THE NEW USE WLL. BE AS AN AUTO A AUCTION CENTER FOR NSURANCE COMPANIES, ETC. DISPOWS OF 'TOTALED' co VEHICLES. THE AUCTION WILL TYPICALLY NVO00E APPRIMMATELY 300 CARS AND 2D0 MYERS ON AUCTION DAY, AS %S#CLE ARE SOLD, THEY ARE FOINI FTED T O Hid AH OUTSIDE STAGNG AREA AND THEN THE FOF4Q.FT DRIVEL! WLL GET ANOTHER VEHICLE AND PLACE IT FOR THE NEXT !LEEKS AWTIOK N TWO WAY, THE FORKLIFT DRIVER 16 ALWAYS MOVING A 4 VEHICLE, THERE IS NO IDLE TM FOR INSTANCE, a� AUCTION I WO" BE HELD WIN 3W VEHICLES W TW ADE"TE SPACE LEFT FOR � •Q� STAG" NEXT WEEKS AUCTION, AUCTION II, OF 300 VEHIMES. MINI''E W w a FRP OVER WATER VEHIC ' RESISTANT GYP. DD. L?� ARE NOT OPERATED MR THEIR OWN POIIER THE 52 EXHHAUST SYSTEM 18 NOT � E =04 N REl' D. a 06UTE war Wr►�c� NO DRAM MrEb '-� FRESTROOM ELEVATION zw � A � wa W cn � co ne�uh ►ar WATER! & ��-� co W AND DRAIN met$ low" co U) rn---\ MSTROC" ELEVATION SIDE GRAB CNW 'A" RESTRDOM ELEVATION 3 SCALE: 1/ " NOTE RAOM CONTICL ON TOLET TO OE TO THE LADE SM OF Tit STALL (OR C8r'fER CM TANU MOAT AN ACCESWN11 TO *W AM TO ORIM71 s FORMON OP AYCCESdORY SWAII CO OML FAUW OR 1W KOW T"q LDG B TI cma JAN A ?016 I — B ap0q —23(p AWkM1.4 10416 hapoN w AuC W%BuN" IMT -1-0 my 12494)4Av % T- 141, I . ._.. .....,. ..... ....a..a■„+,.••a. bra ", tiX1 're• WAN. �i;`; .iiii � �MMt r'�w► ,' 7�:r.+r- .M•�,;, +la� " ✓il6'•r�"� o- I "—blot ~ W x34 0 % qwd -.0 mom all qr moo qw.. -4 0 - 0 -- — — — — — 7 77 + y ,01 (LO-1) <LQ)3 sum 30 C L C REMul AREA 31 R _D u HAZ. GRP 1; W CALCULATED TO PROMS - its A -w4 I.- E S ITY OF .20 GPM/ 1 DENSITY SO FT. F �"OW �b 0 8 69 V ', OW AT NODE BOR: 63J.8 GPM 0 42.7 PSI CI!6 021 r 1 c 1� JZZ -4 > O tv� , sD' -V4 3: 1 C r O -4 1­ T y p T Lot 7 - y - 1. Y T _ --yam►- -+ �_ _�_A- - r - r.._ —�._� � _-�� --- ____- �_�- �•-- ___- '+ -►- -__ _- ---+_I . T I r -.4 4 -.q - — — — — — — -- — — — — — --- :_______� �______.� :, 4 - — — — — — — - T d-@ - p - - - - - - --- - - - - - - - - -- - - - - - PARTIAL SPRINKLER PLAN w4d 110-114 REMOTE OF CALCI KEY P LA N ;IF HANGER LEGEND A 0 Uw HOOK BICOACH SCREW ROD D E BM. CLAMP W/ "STRAP EYELE F FLUSH SHELL G CEILING FLANGE H Jv K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT Coke POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U v w 6 X Y z to w P PIPE-0-LET F PLAIN END r!T FITTING SIN GROOVED SHAPED NIPPLE 1*kV'%Q 2 WAY LAP4-OUAKL GRACE ;� 4 WAY EARTHQUAKE GRACE I STRUCTURE IC U N" R LINE OF PIPE Pi INCHES SPRINKLER LEGEND v SPRINKLER ORIFICE S-ZES AND TVPF rr v U, CL I" uj H � tq SPRAY 0 • 0 1 /2 3 i 1 3i !PRAY 0 Ir 2 19 SICIEWALL - 1 /2 4 STATE CERTIFICATION TEmP RATING 212* 286' _ME 350' fw Z z 4L z c 9- 12 '2 Awe w 7 -1k tt -9 1/2 1/2 f SPRINKLER HEADS USED SYM MANUF IMODEL TYPE THREAD ORIFICE I HEAD ESCUTCH, TEMP Q SIZ' SRE FINISH nvSH OW- MOC N/A Iff 4 . < W TOTAL OJAL"' _0N'r?JL 9� DATE APPROVED FOR FABRICATION BY DATF GENERAL NOTES ALL MATERIAL AND EOUIPMENT TO BE NEW AND UL LISTED OR rM APPROVED POW DIMCINISIONS ARE CENTER to CENTER EXCEPT RISERS AND DIMENSIONS WIN T•US,Y (1 -Al WHICH ARE END TO END I. EARTHQUAKE GRACING SHALL K PROVIDED IN ACCORDANCE WITH WPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HAINGAN', TO K IN ACCORDANCE WITH WPA PAMPHLET 140. 13. APPLICABLE EDITION P@4MG; SHALL VIE IN ACCORDANCE WITH WTA PAMP9_ET NO. 13, APPLICABLE EDITION A JOWNG OF PIPE AND FINVOIGS. THREADED A WKIDE0. SHALL K IN ACCORDANCE WITH NFPA PAMPHLF- NO. 13. 4PPMAKE [Or►ION. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PRDTMWD BY A WET "E 3110111INKLER SYSTEM TO PREVENT MASER IN PIPES FRO rpr s ALL *I;HNG OF QACMCAL OCVIM W REOLOOM) '10 K PRAM MY __ 9w_Rs — — 9 PAINTING ')c PPE & EQUIPMENT (IF IffOUNIO)'M K P*OV,Ab BY _ FURRING. 3i RIPE III: FCANlPmFwT (W FAMU00) To K MoviDED K QTlKIlS Lti..SiIGN CRITERIA MIDRAULICALLY CALCULATED TO A DENSITY OF .20 GPM/1950 SO. FT. EXISTING SYSTEM EXTRA HAZARD PIPE SCHEDULE. r.FL NC) TES ALL PIPING SCH-40. REVISIONS ..,l DATE a- KSCRWTWN . FVED cn 4" JAN tJ GENERAL NOTES 1. NO NEW WORK. 144;A1fL; NAME PAC-CAR HYDRAULIC VERIFICATION 8801 E MARGINAL WAY S TUKWILA, WA JOSH PATRIFP099CF FIRE 10T PR OTECTION ,Zh)i :v'n AVENUE LAS! TEL (253) 926-22" TACOMA. WA 98424 FAX (253) 922-4150 Ca NTCAN L ii 12-30-04 60. HYDRAULIC ANALYSIS 1. CALCULATED SYSTEM IS MOST DEMANDING BASED ON DISTANCE FROM WATER SUPPLY SOURCE AND PIPING CONFIGURATIONS. 2. ALL OTHER SYSTEMS WITHIN BUILDING ARE OF SIMILAR DESIGN • 1,2 AND INSTALLATION. 3. DESIGNED DENSITY OF .20 GPIVI/1500 SO. FT. WAS USED AS A BASE POINT FOR REPAIR GARAGE, ORD. HAZ. GRP 11 DEMANDS. Of "ruk 4. ROOF STRUCTURE SLOPES GREATER THAN 2/12, ADD 30% BUZL.Dz D OF AREA FOR FINAL HYDRAULIC AREA. 5. SYSTEM CALCULATED AT BASE OF RISER (BOR) TO DELIVER 633.8 GPM AT 42.7 PSI AND PROVIDE 250 GPM OF HOSE STREAM. FLOW TEST STATIC 140 RESIDUAL 20 FLOW , 5000 SOURCE TUKWILA WATER LOCATION 88TH AND EAST MARGINAL SCOPE OF WORK CALCULATE EXISTING SYSTEM TO DIVINE HYDRAULIC DENSITY. REMOTE OF CALCI KEY P LA N ;IF IJ V `— t ' L�lP VICINITY MAP I IT A .2L ­4 • HANGER LEGEND A 0 Uw HOOK BICOACH SCREW ROD D E BM. CLAMP W/ "STRAP EYELE F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT Coke POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U v w 6 X Y z to w P PIPE-0-LET F PLAIN END r!T FITTING SIN GROOVED SHAPED NIPPLE 1*kV'%Q IJ V `— t ' L�lP VICINITY MAP I IT A .2L ­4 • HANGER LEGEND A 0 Uw HOOK BICOACH SCREW ROD D E BM. CLAMP W/ "STRAP EYELE F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U v w 6 X Y z FITTING LEGEND P PIPE-0-LET F PLAIN END r!T FITTING SIN GROOVED SHAPED NIPPLE TSh THREADED SHAPED NIPPLE 2 WAY LAP4-OUAKL GRACE ;� 4 WAY EARTHQUAKE GRACE I STRUCTURE IC U N" R LINE OF PIPE Pi INCHES SPRINKLER LEGEND v SPRINKLER ORIFICE S-ZES AND TVPF rr v U, CL I" uj H � tq SPRAY 0 • 0 1 /2 3 i 1 3i !PRAY 0 3/4 2 19 SICIEWALL • 1 /2 STATE CERTIFICATION TEmP RATING 212* 286' _ME 350' fw Z z 4L z c 9- 12 '2 Awe w 7 -1k tt -9 1/2 1/2 APPROVAL rEOJIRED CITY OF TUKWILA SPRINKLER HEADS USED SYM MANUF IMODEL TYPE THREAD ORIFICE I HEAD ESCUTCH, TEMP Q SIZ' SRE FINISH nvSH OW- MOC N/A Iff TOTAL OJAL"' _0N'r?JL 9� DATE APPROVED FOR FABRICATION BY DATF GENERAL NOTES ALL MATERIAL AND EOUIPMENT TO BE NEW AND UL LISTED OR rM APPROVED POW DIMCINISIONS ARE CENTER to CENTER EXCEPT RISERS AND DIMENSIONS WIN T•US,Y (1 -Al WHICH ARE END TO END I. EARTHQUAKE GRACING SHALL K PROVIDED IN ACCORDANCE WITH WPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HAINGAN', TO K IN ACCORDANCE WITH WPA PAMPHLET 140. 13. APPLICABLE EDITION P@4MG; SHALL VIE IN ACCORDANCE WITH WTA PAMP9_ET NO. 13, APPLICABLE EDITION A JOWNG OF PIPE AND FINVOIGS. THREADED A WKIDE0. SHALL K IN ACCORDANCE WITH NFPA PAMPHLF- NO. 13. 4PPMAKE [Or►ION. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PRDTMWD BY A WET "E 3110111INKLER SYSTEM TO PREVENT MASER IN PIPES FRO rpr s ALL *I;HNG OF QACMCAL OCVIM W REOLOOM) '10 K PRAM MY __ 9w_Rs — — 9 PAINTING ')c PPE & EQUIPMENT (IF IffOUNIO)'M K P*OV,Ab BY _ FURRING. 3i RIPE III: FCANlPmFwT (W FAMU00) To K MoviDED K QTlKIlS Lti..SiIGN CRITERIA MIDRAULICALLY CALCULATED TO A DENSITY OF .20 GPM/1950 SO. FT. EXISTING SYSTEM EXTRA HAZARD PIPE SCHEDULE. r.FL NC) TES ALL PIPING SCH-40. REVISIONS ..,l DATE a- KSCRWTWN . FVED cn 4" JAN tJ SGA CORPORATION 4 1ON tol 1501 N. 2 ST. 01 S HORELINE, 00 W H 98135 �,� BRIAN MERISKO 144;A1fL; NAME PAC-CAR HYDRAULIC VERIFICATION 8801 E MARGINAL WAY S TUKWILA, WA JOSH PATRIFP099CF FIRE 10T PR OTECTION ,Zh)i :v'n AVENUE LAS! TEL (253) 926-22" TACOMA. WA 98424 FAX (253) 922-4150 Ca NTCAN L ii 12-30-04 60. sm SH EE T E T FP j j I z