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Permit D06-092 - King County - Transit Training Facility
TRANSIT TRAINING FACILITY 11911 EAST MARGINAL WY S D06 -092 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049066 Permit Number: D06 -092 Address: 11911 EAST MARGINAL WY S TUKW Issue Date: 07/12/2006 Suite No: Permit Expires On: 01/08/2007 Tenant: Name: TRANSIT TRAINING FACILITY Address' 11911 EAST MARGINAL WY S, TUKWILA WA Owner: Name: KING COUNTY Address: 500 4TH AVE #500, SEATTLE WA Contact Person: Name: GERRIE JACKSON Address: 201 S JACKSON ST, KSC -TR -0431, SEATTLE WA 98104 Contractor: Name: SNYDER ROOFING OF WASH LLC Address: 20203 BROADWAY AV, SNOHOMISH WA Contractor License No: SNYDERW014MT DESCRIPTION OF WORK: REMOVE AND REPLACE 14,500 SF OF BALLASTED SINGLE PLY MEMBRANE, NOT INCLUDING WALLS AND FLASHING. Value of Construction: $280,000.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N DEVELOPMENT PERMIT Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: ** Continued Next Page ** Phone: Phone: 206 684 -1334 Phone: 425 402 -1848 Expiration Date:06 /01/2007 Fees Collected: $4,098.45 Uniform Building Code Edition: Occupancy per UBC: doc: Devperm 006 -092 Printed: 07 -12 -2006 doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc fj or the performance of ork. I am authorized to sign and obtain this development permit. Signature: Date: 07/43 6 Date: 7/ / /D C. Print Name: 46 +' /E 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. 006-092 Printed: 07 -12 -2006 (gym rp Tl IX'.ni A 6._ E 1;J :;V1,1l3 Tu1.\VVIL4, 1/A C3163 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Conditions PERMIT CONDITIONS * *continued on next page ** PERMIT CENTER Parcel No.: 1023049066 Permit Number: D06-092 Address: 11911 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 03/22/2006 Tenant: TRANSIT TRAINING FACILITY Issue Date: 07/12/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: 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). 10: 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. D06-092 Printed: 07 -12 -2006 Signature: t,: - - _1 ,:,"19A DEPT. CF 0. - ."71 0 : 6300 C:..., A ELVD. TUKVga -, :A 9J188 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 regulating construction or the performance of work. Print Name: ■ hi- tee soii doc: Conditions • Date: PERMIT CENTER D06 -092 Printed: 07 -12 -2006 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • Tenant Name: Transit Training Facility Property Owners Name: Ki County Metro Transit Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 102304 - 9066 09 a Suite Number: Floor: New Tenant: ❑ Yes El ..No Mailing Address: 201 S Jackson Street KSC -TR -0431 Seattle, Wa 98104 city state CONTACT PERSON Name: Gerrie Jackson Day Telephone:(206) 684 -1334 Mailing Address: 201 S Jackson Street KSC — TR - 0431 Seattle, WA. 98104 cry Site Zip E -Mail Address: gerria j ark qnn @met-rnk gnu Fax Number: (906) 6R4 -1900 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: tat Mailing Address: r` hi ri State State Zip City 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 ** Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip ENGINEER OF RECORD —All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: q: \\petaia plu\icc changes \pennit application (7 -2004) Revised: 68 -05 bh Page 1 State Zip BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2 g 0 , 0 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): / /�-.� . 1r>' /4-- $i 1 fJ 1 y Wt r v1 t 10 0 1 v� q Will there be new rack storage? ❑..Yes ❑...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 ❑..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes ❑.. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets, q:Vemiiu pluNa chanaesVennit application (7-2004) Revised: 64-05 bh Page 2 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. W t r District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...ValVue ❑ ❑ .. Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# o ...Sewer Main Extension Public_ Private ❑...Water Main Extension Public _ Private q:\pcnnin plus0cc changa&pennit ,ppliation (7 -2004) Reviscd: 6-8 -05 bh Call before you Dig: 1- 800-424-5555 Page 3 ❑ .. Highline ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right-of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑ ...Sewer ❑ ...Sewage Treatment Jvionthly Service Billinp to. Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billine• Name: Day Telephone: Mailing Address: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Tyne: Electric ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O HORIZED AGENT Signature: Print Name: con rri p Jackson I Date Application Accepted: q:Ipcnni* plustice cbengatpennit application (7-2004) Revised: 6-8 -05 bh g fl' Page 4 Date: 3 /a /% Day Telephone: ( 0 6 )684-1334 Mailing Address: 2 5 Ja Grran1- Icsr —TR -04'31 Saatt1P WA 98104 City State Zip Date Application Expires: 01 22 ea, Staff Initials: City of Tukwila Parcel No.: 1023049066 Permit Number: D06 -092 Address: 11911 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 03/22/2006 Applicant: TRANSIT TRAINING FACILITY Issue Date: Receipt No.: R06 -01020 Payment Amount: 2,485.68 Initials: LAW Payment Date: 07/12/2006 02:55 PM User ID: 1630 Balance: $0.00 Payee: KING COUNTY 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 200806 2,485.68 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 2,481.18 000/386.904 4.50 Total: 2,485.68 7325 07/12 9716 TOTAL 2485 doc: Receipt Printed: 07 -12 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1023049066 11911 EAST MARGINAL WY S TUKW TRANSIT TRAINING FACILITY R06 -00378 7EM 1165 KING COUNTY Payment Check Description 68454 PLAN CHECK - NONRES 000/345.830 RECEIPT ACCOUNT ITEM UST: Description Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,612.77 Payment Date: 03/22/2006 08:37 AM Balance: $2,485.68 Amount 1,612.77 Current Pmts 1,612.77 Total: 1,612.77 D06 -092 PENDING 03/22/2006 3796 03/22 9716 TOTAL 1612.77 Printed: 03 -22 -2006 Project/: �/ - / `�Or / 1.-- 4 d2 / Type of Inspection:: 7a) : .,,/ Dat Called: Address: _ Special Instruction :(/C/,j �) / Date Wanted: I — /F07 a. ca Requestef 7 Phone No: � 77 7 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • PR f '' 4• 4 (206)43 i-� r w • t /IApprovedgerapplicablecodes. COMMENTS: a /0 / t Receipt No.: Date: Corrections required prior to approval. $58.0d'i REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: 7-72,94)6/-r th \J iii Type of Inspection: Px 9 /2Da 1A.S - Address: /z4 // g,, fl /,W. / Date Called: Special Instructions: Date Wanted: -attr e - 3/ o C Requester: Phone No: aoc 73o - /yam . 4N5(J:GRON NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthFenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tor: Dat - • 8.00 REINSPE ' N FEE REQUIRE ' . Prior to inspection, fee must be aid at 6300 South nter Blvd., Suit 100. Call to sechedule reinspection. Receipt No.: 3- Date: INSPECTION RECORD Retain a copy with permit Project: 7 riQA00AN6 Type of nspection: / e . g. Cccf NJ, Address: / � / // /t C".4s Date Called: Special Instructions: Date Wanted: 8 3/ —OG m. Requester: Pp one No .oG) 730 — /VS 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southkenter Blvd., #100, Tukwila, WA 98188 COMMENTS: I sped 44•0440 I M J � IDate,i � dl 8.00 REINSPECTIO4 FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: (Date: Approved per applicable codes. Corrections required prior to approval. 0 • )431 -3 7 P eect: - t ofki5/ T L 1 -t- 2 /ln'IC Type of Inspection: Address: O Suite #: l /9 / / E, Ma/5/e4.—/ Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: n/ Hood & Duct: Monitor: /j Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER /Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 12/2/05 n04.-097 PERMIT NUMBERS 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 Corrections required prior to approval. kit_ 80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid / 44 Andover Park East. Call to schedule reinspection. Date: T.F.D. Form F.P. 85 COMMENTS: Fie- (7 ( Inspector: Date: 97r/ 4 1< Hrs.: Receipt No.: South Base Annex Training Building Roof Replacement 11911 East Marginal Way South - Building A; Suite 110 Seattle, Washington 98168 Value of Work: $280,000 CMIT Permit No. Plan Scope of of Work Remove and replace approximately 14,500 sq. ft:of ballasted single ply roof . ze membrane, not including walls and flashings. c t 1. The work under this Contract includes furnishing all labor, materials and equipment necessary for the removal of the existing ballasted single -ply roofs and the installation of a new hot mopped 4 -ply modified bitumen roof with a gravel weathering surface. 2. Demolition work includes, but is not limited to, the following: removal of flashing, single ply roof membrane, conduits, sheet metal copings, leads, expansion joints, wood blocking and other roofing components. 3. Installation work includes but is not limited to, the following: mechanically attaching polyisocyanurate insulation to metal decks, hot - mopping' inch fiberboard insulation in type III hot asphalt, mop base sheet in rubberized hot asphalt, mopping 3 plies of fiberglass felt in rubberized hot asphalt, installing all new metal components, curbs, equipment stands, and sheet metal copings, and providing a manufacturer's 20 year NDL labor and material warranty 4. The total area to be covered is approximately 14,500 square feet for the roof and 2,300 square feet for the parapet walls. OODEcompLI t000 MAR 2 4 2006 I ll - la _` 3/14/06 Cf1'OFFTumn A MAR 2 2 2006 PERMITCENTEH Porp- 012-w PART 1 GENERAL 1.01 SUMMARY SECTION 07511 MODIFIED BITUMEN ROOFING SYSTEM This section specifies the removal of the existing roof system, its components and all insulation down to the steel deck at the South Base Training Building and the Central Base Maintenance Building. Work includes installation of new specified insulation layers, installation of new perimeter cricketing, and the application of a hot asphalt applied modified bitumen built -up roofing membrane assembly with a gravel weathering surface set in rubber modified asphalt. A. Related Sections: 1. Section 01062 — 2. Section 01300 — 3. Section 01500 — 4. Section 01560 — 5. Section 07221 — 6. Section 07651 — 1.02 QUALITY ASSURANCE Permits, Easements, Rights of Way, Laws and Regulations Submittals Procedure Construction Facilities Environmental Controls Roof Insulation For Steel Deck Types Flexible Flashing And Sheet Metal A. General: 1. Two kettles shall be utilized to complete the project. One kettle shall be dedicated to properly heat the asphalt adhesive used to adhere insulation components. The second kettle shall be dedicated to heating the inter -ply asphalt adhesive. 2. Obtain primary roofing materials from a single manufacturer. Provide secondary materials as recommended by manufacturer of primary materials. 3. Roofing materials, installation methods and workmanship shall be in strict accordance with the material manufacturer's recommendations, the latest NRCA roofing manual, SMACNA manual, Factory Mutual, Underwriters Laboratory and ASTM standards. Where these are in conflict, the most stringent shall apply. Where the requirements of the Specifications and Drawings . exceed those of the manufacturer, the Specifications and Drawings shall take precedence unless said requirements will void the Manufacturer's Certificate of Warranty. Ensure that all conflicts are resolved before proceeding. 4. No roofing work shall be done in rainy or foggy weather or when there is 30% or greater chance of precipitation or other conditions may adversely affect the desired results. Installation of the roofing system shall not begin until all moisture has been totally dried from the roofing area. B. Qualification of Installers: Installation of roofing system shall be performed by a single Roofing Contractor with at least 3 years experience and has complete familiarity with the roof system specified and the Roofing Manufacturer's recommended methods of installation. The Roofing Contractor shall be certified by the Roofing manufacturer to install the roofing system specified and has installed at least three similar roofing systems for that manufacturer within the last 3 years. 07511 -1 CC C. Roofing manufacturer /supplier must be: 1. Be an Associate Member in good standing with National Roofing Contractor's Association (NRCA). 2. Be recognized in roofing, waterproofing and moisture survey industry. 3. An ISO 9001:2000 compliant and registered as to their quality system. D. Material manufacturer /supplier must supply a field representative to perform inspections a minimum of (5) times per week throughout the course of the Contract. Written reports must be submitted to the Project Representative upon request. E. Any deficiencies noted during inspections must be corrected by the contractor and approved by the material manufacturer/supplier's field representative and the project representative. F. Material Samples: During the course of the work, the Project Representative shall be allowed to secure samples of the materials being used from the containers on the job site and submit them to an independent testing laboratory for comparison. All non- approved material installed or stored shall be removed from the construction site until it has been tested. Installed materials that do not conform to the Contract shall be removed by the Contractor at no additional cost to King County. G. If test results prove that a material is not functionally equal to specified material: 1. Contractor shall pay for all testing. 2. Project Representative will charge Contractor a penalty in proportion to amount of work completed before test results become known. 3. Installed, non - approved materials must be removed by the contractor at no additional cost to King County. 4. Remaining work shall be completed with specified materials. 1.03 REGULARTORY REQUIRMENTS A. International Building Code Chapter 15. B. Factory Mutual approved materials using 1 -90 insulation attachment guide. C. Underwriters Laboratories, Inc. "Class A Roofing System" 1.04 PRE - ROOFING CONFERENCE A. A pre - roofing conference shall be held at the project site in advance of the time scheduled for roofing work. The purpose of this conference is to review requirements for the work and conditions that could possibly interfere with successful performance of the work. This conference shall review existing conditions and deck surfaces, roof Insulation, roofing, flashing, and any other items related to the roof system. Every party who is concemed with the work, or required to coordinate with it or to protect it thereafter, should attend this conference, including the Project Representative, the roofing system warrantor, and the roofing contractor. A record of all decisions and agreements made at this meeting, as well as a list of attendees shall be recorded for the job record. The Project Representative is responsible for this documentation and shall initiate and chair this meeting. 07511 - 2 CC 1.05 SUBMITTALS TO BE INCLUDED IN BID A. Qualification of prime bidders requires the following submittals be included in their bid: 1. Accredited independent testing laboratory certificate verifying that physical performance attributes of the roof system match the specified roof system requirements. 2. Product Data for each type of product specified including manufacturer's technical product data, installation instructions, and recommendations for each type of roofing product required. Include data substantiating that the roof system complies with specified requirements. 3. A list of three jobs, being a minimum of 3 years old, where the proposed materials have been used in a similar roofing system as that which is specified and within a fifty mile radius from the location of the specified job. The jobs must be available for the Architect, Owner, or Owner's Representative to inspect. 4. Certified copy of the manufacturer's ISO 9001:2000 compliance. 5. Individual product identification, including material supplier's literature and MSDS sheets. 6. The specified roof system standard represents the minimum standard required for this project. All proposals shall be based upon the same standard. 7. Unexecuted manufacturer's standard 20 -year warranty demonstrating compliance with the warranty provisions of this Section. 1.06 SUBMITTALS A. The Contractor shall provide the following submittals in accordance with Section 01300: 1. Accredited independent testing laboratory certificate verifying physical performance attributes of the roof system assembly match the specified roof system assembly requirements. 2. Manufacturer's technical product data, installation instructions and recommendations for each type of roofing product required. Include data substantiating that materials comply with specified requirements. Include certification that materials are "asbestos free ". 3. Provide independent laboratory testing showing that materials provided conform to all requirements specified herein, and are chemically and physically compatible with each other and are suitable for inclusion within the total roof system specified herein. 4. Sample of the Manufacturer's Certificate of Warranty complying with provisions of this section. 5. Statement of Certification of roofing Contractor by manufacturer. 6. Shop drawings showing layout of perimeter cricketing, details of construction and identification of materials. 7. Letter from material supplier signed by a corporate officer, on company stationary, confirming that all bidding documents have been approved, that the site has been Inspected and meets the requirements for suitability, and that the specified warranty shall be provided upon satisfactory completion of the project. 1.07 FIELD QUALITY CONTROL 07511 - 3 CC A. Manufacturer's Responsibilities: Manufacturer's field engineer shall be available within 24 hours notice during the entire course of the roofing work for site inspection and consultation. B. Contractor's Responsibilities: 1. Keep Project Representative, manufacturer's field representative and field engineer informed of project schedule and status. 2. Keep a written diary of visits to the job site by representatives of the roofing materials manufacturer. Date, time and pertinent comments shall be recorded in the diary. Submit a copy to the Project Representative each week per the requirements of this Section. 3. A thermometer shall be installed and working on the asphalt kettle; a second thermometer shall be available on the kettle discharge at the roof to ensure that all manufacturer's temperature requirements are within required tolerances. 4. Cut roof cores if directed by the Project Representative to determine quality of new roof membrane and replace and patch cores to a watertight condition. In addition an infrared survey of the completed membrane may be performed by the Project Representative or roof infrared survey contractor hired by the Project Representative prior to final acceptance. When the roof cores or the infrared survey disclose material deficiency or wetness, deficiencies shall be corrected in accordance with manufacturer's instructions and specifications. 1.08 FIRE AND SMOKE PROTECTION A. Kettles shall be located so as to prevent damage to buildings or other property. They shall not be positioned on roof decks. Mops shall be spun at the end of work periods to separate the strands, and shall be stored in that condition to prevent spontaneous combustion. Fire extinguishers shall be provided near kettles for immediate use. Follow the terms and conditions of the permit from the applicable City. 1.09 SAFETY PRECAUTIONS A. All owner's and OSHA safety rules shall be adhered to in the execution of this work. The fumes of hot bituminous materials may be toxic to some workers. Adequate protection shall be provided, to prevent bums and skin irritation, in accordance with the Contractor's safety requirements. 1.10 ROOF TRAFFIC A. After work on roof is started, no traffic will be permitted on the roof other than that necessary for the roofing application and inspection. Materials shall not be piled on the roof to the extent that design live loads are exceeded. Roofing materials shall not be transported over unfinished or finished roofing or existing roofs unless adequate protection is provided. B. Any damage to existing roofs shall be repaired as directed by Project Representative at no expense to King County. 1.11 PROTECTION AGAINST SOILAGE 07511 - 4 CC A. Surface of walls, walks, pavements, adjacent property, etc., shall be protected as necessary to prevent soiling or other damage resulting from the application of roofing or transporting of materials. If surfaces are stained or damaged in any way, they shall be restored by this contractor, at no cost to King County, in a manner acceptable to the Project Representative. B. Felt envelopes shall be installed where required to prevent bitumen drippage. Refer to NRCA manual for felt enveloping techniques. 1.12 PRODUCT DELIVERY, STORAGE, AND HANDLING A. The Contractor, upon receiving materials from the manufacturer at his shop, shall store said materials either in a heated building or in a warehouse or similar type structure at ambient temperature and humidity. Conditions should be such that the moisture content of felts at time of use does not exceed the equilibrium moisture content (EMC) at 75% RH. B. Materials shall be delivered to the site In an undamaged and dry condition and stored in the staging areas as shown on the Contract drawings or on the roof as approved by the Project Representative. Material received that is not dry or is otherwise damaged shall be rejected. C. Storage under polyethylene or similar non - breathing film stock shall not be permitted. Rolls of flashing and felts shall be stacked on their ends and never in contact with the ground. Bituminous emulsions shall be stored at temperatures above freezing. D. Proper storage on or off the site shall be the responsibility of the roofing contractor. E. Any unused roofing felt remaining on the roof at the end of the workday shall be returned to storage. F. Do not place roofing aggregate in piles on the roof. Roofing aggregate shall be conveyed to the roof surface and immediately embedded into the new weathering surface adhesive. 1.13 WORK SEQUENCE A. Once work is started on a roof or section, it shall continue without undue delay until that section is completed before starting another. The installation of flashings shall immediately follow application of the roofing. 1.14 FINAL INSPECTION A. Upon completion of the Installation, an inspection shall be made by the Project Representative, the Manufacturer's field representative and field engineer to ascertain that the roofing system has been installed according to the roofing system warrantor's published specifications and details. The warranty will be issued upon approval of the Installation and payment for all materials and fees. 1.15 ROOFING WARRANTY 07511 -5 CC A. Prior to acceptance of the work under this Contract, the Contractor, in addition to the Warranty provided in Section 00700 -17, shall submit to King County a twenty - (20) year No Dollar Limit (NDL) Manufacturer's Certificate of Warranty. This warranty will include the complete roof membrane including bitumen, mastics, adhesives, all waterproofing coatings and installed wall coverings, all projection and base flashings, insulations and labor for the term of the warranty. Manufacturer's liability shall not be limited to less than the Contract Price. Repairs that become necessary because of defective materials or workmanship while under the warranty period shall be performed by the Contractor/ Manufacturer's appointed repair contractor within forty -eight (48) hours of receipt of notification, unless additional time is approved by the Project Representative. Failure to perform repairs in a timely manner will constitute grounds for King County to employ others to perform the repairs and charging the expense of such repairs to the Contractor/ Manufacturer. B. The Manufacturer's Certificate of Warranty will include two site visits within the first two years of the warranty by the manufacturer's technical service representative. Site visits shall include the following: Roof Inspections, General Rooftop Housekeeping, Routine Maintenance and Database Software used to track the results of the inspections. The manufacturer's representative will submit to the Project Representative copies of the inspections to include any photographs or digital pictures within two weeks following the inspections. The Contractor will also provide a written and photographic record of the roof replacement project to the Project Representative or their designee. C. Warranty shall cover both labor and materials to replace work due to poor workmanship or sub - standard materials. PART 2 PRODUCTS 2.01 GENERAL A. Comply with Quality Control, References, Specification, and Manufacturer's data. Where conflict may exist, requirements that are more stringent govern. B. All components shall be products compatible with roof system and certified by the roofing material manufacturer as a single -source warranty roof system. All materials shall be certified as "asbestos free ". 2.02 ROOF SYSTEM ASSEMBLY A. Roof System Description: Four ply modified bitumen roof assembly system consisting of a base sheet and 3 plies set In rubberized hot asphalt over multiple layers of insulation with an aggregate gravel surfacing set in a flood coat of APO modified hot asphalt. B. Roof System Physical Features Test Typical Value Tensile Strength at Maximum Load, 757 lbf/in. MD 73.4 °F + 3.6 °F ( -23 + 2 °C), Ibfrn. 754 Ibf /in. XMD Elongation © Max.Load, 73.4 ± 3.6 °F 10.0% MD Test Method ASTM D 2523 ASTM D 2523' 07511 - 6 CC (23 ± 2 °C), % Elongation at Break, 73.4 + 3.6 °F (23 + 2 °C), % Tensile Strength at Maximum Load, 0 + 3.6 °F ( -18 + 2 °C), Ibffin. Elongation (Asphalt Interply Adhesive) Softening Point (Asphalt Interply Adhesive) Elongation (Modified Asphalt Surfacing Adhesive) Softening Point (Modified Asphalt Surfacing Adhesive) Fire Resistance .Minimum No. of Reinforcing Plies Maximum No. of Reinforcing Plies Hail Resistance (Material must be weathered for 1000 hrs. in a fluorescent ultraviolet condensation type weathering apparatus before testing for hail resistance.) Wind Uplift Resistance Waterproofing Integrity (Water Leakage Test) Resistance to Foot Traffic System Testing for Asbestos Content, % 2.03 ROOFING SYSTEM MATERIALS A. Sheet Materials 1. Base Sheet Test Maximum Load, , 73.4 + 3.6 °F (23 + 2 °C), Ibf /in. (kN/m) MD 10.0% XMD 11.0% MD 10.0% XMD 855 Ibffin. MD 901 Ibf /in. XMD 200% 185 -205° 500% 285 -305° 570 (99.8) XMD 512 (89.7) Elongation at Max Load, 73.4 + 3.6 °F (23 + 2 ° C), % MD 33.0 XMD 7.8 Tensile — Tear Strength, 73.4 + 3.6 °F (23 + 2 °C), Ibf (N) MD 994 (4,423) XMD 732 (3,257) Energy to Break (Strain Energy) Ibffn 2 ASTM D 2523 ASTM D 2523 ASTM D 412 ASTM D 36 ASTM D 412 ASTM D 36 Pass, Class "A" UL 790 /ASTM E108 Four ASTM D 2829 Four ASTM D 2829 Pass — Severe hail resistance FM 4470 Steel Deck = 1 -150 psf FM 4470 No sign of water leakage during FM 4470 7-day period or during or after the pressure cycles No sign of tearing or cracking FM 4470 Zero EPA/600 /R- 93/116 'ASTM D 2523 testing is to be conducted at a crosshead speed of 2.0 inches per minute. Typical Value Ibf. Ibf. Test Method ASTM D.5147 ASTM D 5147 ASTM D 5147 07511 - 7 CC B. Adhesives: MD XMD Pliability (1/2" Radius) Mass of Desaturated Felt (Ibs.) Asbestos Content Asphalt, Minimum Moisture Weight Thickness Fire Resistance Roll Length 2. Ply Sheets: Test Breaking Strength MD XMD Pliability Ash Bituminous Saturant Mass of Desaturated Glass Felt Moisture at Point of Manufacture Asbestos Content Fire Resistance Adherent Comminuted Surfacing Dry Mass of Asphalt 1. Inter -Ply Adhesive: Test Softening Point Flash Point Penetration Ductility Penetration Index Tensile Strength Elongation Density Fire Resistance Asbestos Content Cold Temperature Bend 425.2 112.8 Pass 8.0/100 ft 0% 17 lb/100 ft 0% 40 lb/100 ft 60 mils (nominal) Pass, Class A 67' Typical Value 63 Ibf /in 58 Ibf/in Pass 70-88% 3.O lb /100 ft min. 1.9- 2.2Ib /100ft 1% max. 0% Class A 2.5 lb/100 ft max. 6 lb/100 ft min. Typical Value 185 -205 °F 550 °F or greater 20 units, 25 ° C 4.0 cm, 25 °C 3.0 90 psi 200% 1.0 or greater Pass, Class A 0% 40 °F ASTM D 5147 ASTM D 5147 ASTM D 5147 EPA/600 /R- 93/116 ASMT D 5147 ASTM D 5147 ASTM D 228 ASTM D 751 UL 790 Tape Measure Test Method ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 2178 EPA 600/M4 -82 -020 ASTM E 108/UL 790 ASTM D 2178 ASTM D 2178 Test Method ASTM D 36 ASTM D 92 ASTM D 5 ASTM D 113 Calculated Value ASTM D412 ASTM D 412 ASTM D 70 ASTM E 108 /UL 790 EPA/600 /R- 93/116 ASTM D3111 Compatibility with Type VI Oliensis Test, no exudates ASTM D 1370 Glass Ply Sheet and Coated 07511 - 8 CC Glass, Polyester And Glass/ Polyester Sheets Softening Point Temperature 10 °F or Tess Fallback (5 hours, 500 °F, 450g. material in closed one quart container) Average Adhesion Strength to Felt Coating After Conditioning: 1) 24 Hrs. @ 73 °F 11.6 Ibfrn. 2) 7 Days © 73 °F 11.2 Ibf/iin. 3) 30 Days © 73 ° F 9.1 Ibf /in. 4) 6 Months © 73 °F 9.4 Ibf/in. 5) 1 year @ 73 °F 8.9 Ibfrn. 2. Flood Coat/Gravel Surfacing Adhesive: APO Modified Hot Asphalt Test Effect of Accelerated Weathering: (Heat Aging: 1 month at 158 °F) Low Temperature Flexibility 0 °F Softening Point 297 °F Penetration 53 Performance Temperature 297 °F Interval (Interval between Softening Point and Cold Bend Temperature) 0 °F 300 °F 53 300 °F TYPICAL PHYSICAL FEATURES: Softening Point 285 - 305 ° F Elongation 500% Penetration 50 units, 25 °C Ductility 15 cm, 25 °C Tensile Strength 30 psi Flash Point 550 °F Penetration Index 9.7 Contact Compatibility with Type Oliensis Test, No Exudate VI Glass Ply Sheet, Coated Glass, Coated Polyester and Coated Glass/Polyester Sheets Average Adhesion Strength to Felt Coating After Conditioning: 1) 24 Hrs. © 158 °F 7.4 Ibffin. 2) 28 Days © 158 °F 6.9 Ibffin. 3) 6 Months © 158 °F 6.4 Ibffin. Fire Resistance Pass, Class A Asbestos Content 0% A. Related Roofing System Materials HRC 632 ASTM D 1876 Typical Value Test Method Initial After Heat Acting ASTM D 3111 ASTM D 36 ASTM D 5 Calculated Value ASTM D 36 ASTM D 412 ASTM D 5 ASTM D 113 ASTM D 412 ASTM D 92 Calculated Value ASTM D 1370 ASTM D 1876 ASTM E 108, UL 790 EPA/600 /R- 93/116 07511 - 9 CC 1. Asphalt Primer: Test Asbestos Content Viscosity Specific Gravity Percentage Solids Volatiles by Volume 2. Asphalt Mastic: Test Asbestos Content Density Non - Volatile Matter by Weight Tensile Strength ©77 °F Elongation © 77 °F Resistance to Sag © 140 ° F Recovery from Elongation Moisture Vapor Transmission Shore "A" Hardness Moisture by Weight Mineral or Other Stabilizers by Asphalt by Weight Uniformity & Workability Behavior © 140°F Pliability © 32 °F 3. Reinforcing Mesh: Test Weight Fabric Count Tensile (Warp and Fill Directions) Moisture Absorption 4. Elastomeric Sealant: Test Rheological Properties © 40° & 1 Extrusion Rate Hardness Properties Weight Loss Tack Free Time Stain & Color Change Durability - Cyclic Movement Adhesion & Cohesion Bubble Formation Adhesion -In -Peel Accelerated Aging 07511 - 10 Typical Value 0% 60 - 70 Ku 1.22 38.7% 75% Test Method EPA 600/M4 -82 -020 ASTM D 562 ASTM D 1475 ASTM D 1644 HRC Test Typical Value Test Method 0% EPA 600/M4 -82 -020 8.60 Ibs /gallon ASTM D 1475 70% ASTM D 4586 400 PSI ASTM D 412 500% ASTM D 412 1/8 ", maximum ASTM D 4586 90 -95% ASTM D 412 0.03 g/100 in Hrs. © 0.020 in.ASTM D 1653 55 ASTM D 2240 0.5% ASTM D 4586 Weight20% ASTM D 4586 50% ASTM D 4586 Acceptable as described ASTM D 4586 No blistering ASTM D 4586 No cracking /separation ASTM D 45866 Typical Value 9.0 Ibs./ 100 sq. ft. 10x10 75 Ibf/in., min. None Test Method ASTM D 1668 ASTM D 1668 ASTM D 1668 ASTM D 1668 Typical Value 22 °F No flow, no deformation 7 seconds 40 9% 30 Hours No visible change, no stain Less than 1 1/2 ire Total Bond Loss Less than 1/16" diameter Aluminum 18 -22 pli Concrete 20-25 pli Brick 19-23 pli No adhesion loss No cracks greater than #2 on ASTM C 920 Test Method ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 ASTM C 920 CC Asbestos Content U.V. and Cold Temperature Bond Test 0% EPA/600 /R- 93/116 4. Roofing aggregate: ASTM D1863 -83, Clean, washed roof gravel, or approved equal. Do not use: Joplin chats, scoria, limestone, volcanic rock, crushed oyster and clam shells, crushed brick tile, or cinders. Samples of gravel are to be submitted to manufacturer's representative and owner's representative for approval prior to application. A. Miscellaneous Materials: 1. Walk -Way Pads: Bituminous, as recommended by the membrane manufacturer, minimum 3/4 -inch thick. PART 3 - EXECUTION 3.01 PREPARATION A. Field Measurements: 1. Applicators shall have sole responsibility for the accuracy of measurements, and for estimate of material quantities required and necessary to satisfy the requirements of these specifications. 2. Protection: Applicators shall be responsible for protection of property during course of work. This includes daily clean -up of roofing materials "tracked" onto adjacent surfaces. All HVAC units shall have carbon/charcoal filters installed by roofing contractor prior to the start of this Contract. 3.02 DECK PREPARATION A. After fastening and adhering new insulation layers, insulation substrate must be clean of all loose dirt, dust, and debris prior to application of new roof system. 3.03 INSULATION A. See Section 07221 of this Contract. 3.04 MEMBRANE A. Base Sheet Installation: 1. The base sheet must be installed per manufacturer's recommendation and within NRCA guidelines. 2. One ply of base sheet shall be embedded into fluid, continuous applications of hot adhesive. Begin at the starting/low point of the roof and run to the ridge or high point of roof. 3. The asphalt shall be heated in accordance with the Equiviscous Temperature (EVT) concept and applied within the labeled EVT temperature range (EVT t 25 °F (± 14 °C]). Asphalt adhesive application shall result in approximately 25 pounds of asphalt (± 25% on a total job average basis) per 100 square feet. B. Ply Sheet Installation: 1. The ply sheets shall be installed per manufacturer's recommendation and within NRCA guidelines. 07511 -11 CC 2. Three plies of ply sheet shall be embedded into fluid, continuous applications of hot adhesive. The starter sheets and plies shall begin at the starting /low point of the roof and run parallel to the ridge or high point of roof. 3. Starter sheets shall be installed to maintain a minimum 2" side lap and there shall be a minimum of three plies at all locations. Starter strips shall be installed according to NRCA guidelines. 4. The asphalt shall be heated in accordance with the Equiviscous Temperature (EVT) concept and applied within the labeled EVT temperature range (EVT ± 25 °F [± 14 °C]). Asphalt application shall result in approximately 25 pounds of asphalt (± 25% on a total job average basis) per 100 square feet between each ply. C. Membrane installation further requirements: 1. Place ply sheets to ensure water will flow over or parallel to, but never against, exposed edges. 2. Ply should never touch ply even at roof edges, laps, tapered edge strips, and cants. 3. Apply hot melt adhesive no more than ten feet ahead of each roll being embedded. 4. Avoid excessive application of asphalt adhesive over top ply, leave top ply exposed with minimal asphalt at ply lines. 5. Light brooming is required to aid adhesion of ply sheets, base sheets, and /or cap sheets. 6. Avoid walking on the new membrane during application and brooming and avoid traffic on the newly installed membrane assembly until approval has been given by the Project Representative and /or manufacturer's field representative. 7. Overlap previous day's work 24 inches. 8. Lap ply sheet ends six inches. Stagger end laps twelve inches minimum. 9. Fit plies into roof drain rims, install metal flashing and finishing plies, secure clamping collars, and install domes 10. Cut out fishmouths /side laps that are not completely sealed. Replace all sheets that are not fully and continuously bonded. 11. Roof is to be inspected and approved by representative from roof system warrantor before application of surfacing. D. Walk Pad Installation: 1. Install new walk pads according to the walk pad location plan included in these documents and as directed by the manufacturer's field engineer and the Project Representative. E. Surfacing Installation: 1. Apply rubberized asphalt floodcoat at a rate of 7 gallons per 100 sq. ft. Immediately broadcast specified aggregate into hot adhesive at a rate sufficient to completely cover the adhesive. 3.05 DAILY WATERSTOP/TIE -INS A. Install "deadman" insulation filler at insulation staggers. B. Extend roofing plies at least twelve inches onto prepared area of adjacent roofing. Embed plies into Specified lnterply Adhesive. Strip edges with twelve -inch wide ply sheet embedded completely in altemate uniform courses of Specified Interply Adhesive. C. At beginning of next day's work, remove temporary connection by cutting felts evenly along edge of existing roof system. Remove "deadman" insulation fillers. 07511 -12 CC 3.06 ADJUSTING AND CLEANING A. Repair of Deficiencies: Installations or details noted as deficient during inspections must be repaired and corrected by applicator, and made ready for re- inspection within five working days. B. Clean up: Immediately upon job completion, roof membrane and flashing surfaces shall be cleaned of debris. END OF SECTION 07511 -13 CC 01.02 -2007 GERRIE JACKSON 201 S JACKSON ST, KSC-TR -0431 SEATTLE WA 98104 RE: Permit No. D06 -092 11911 EAST MARGINAL WY S TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests gust be in writlnr and arovide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. • In the event you do not call for the above inspection and receive an extension prior to 02/27/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �� Qt er Permit Technician Permit File No. D06.092 • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 'isPERMJT COORD COPY . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -092 DATE: 03 -22 -06 PROJECT NAME: TRANSIT TRAINING FACILITY SITE ADDRESS: 11911 EAST MARGINAL. WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued D EPARTMENTS: Building Public Works Comments: h Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete y Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route g Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 MO N It 03'7% Fire Prevention Ig Planning Division ❑ Permit Coordinator DATE: DUE DATE: 03-23-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 04-20-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License SNYDERW014MT Licensee Name SNYDER ROOFING OF WASH LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 601961354 Verify Workers Comp Premium Status Ind. ins. Account Id 20102101 Business Type LIMITED LIABILITY COMPANY Address 1 20203 BROADWAY AVE Address 2 City SNOHOMISH County SNOHOMISH State WA Zip 98296 Phone 4254021848 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/30/1999 Expiration Date 6/1/2007 Suspend Date Separation Date Parent Company Previous License SNYDEI'371NI Next License Associated License Look Up a Contractor, Electr� 'in or Plumber License Detail Page 1 of 3 Look Up a Contractor, Electrician or Plumber License Information Topic Index 1 Contact Info Home A Safety t taims a Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication Printer Friendly Version lGeneral/Specialty Contractor 1A business registered as a construction contractor with MI to perform construction work within the scope !of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment aof account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= SNYDERW014MT 07/12/2006 a m 9 m •o DRAWING NUMBERING' SYSTEM KEY: DISCIPLINE G GENERAL DESIGNATED 0 CATEGORY GENERAL C CIVIL 1 PLANS L LANDSCAPE 2 ELEVATIONS A ARCHITECTURE 3 SECTIONS S STRUCTURAL 4 ENLARGED PLANS M MECHANICAL 5 DETAILS FP FIRE PROTECTION 6 SCHEDULES do DIAGRAMS E ELECTRICAL • 7 USER DEFINED T TROLLEY 8 USER DEFINED 2. 9 3D VIEWS AREA LOCATION BUILDING UTILITY LOCATIONS SHOWN -AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING q (FOR PROJECTS WITH C 1 ,0 SCALE: 1 =1' -0" A10 WAS TAKEN. MULTIPLE LOCATIONS) UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED DISCIPLINE DESIGNATOR �/ SEQUENTIAL DRAWING NUMBER BY THE IMPLEMENTATION OF THIS PLAN. SEPARATOR WITHIN DISCIPLINE AND DESIGNATED CATEGORY TYPICAL SECTION AND DETAIL REFERENCING SYSTEM: (1) THE SECTION IS CUT ON DRAWING A101: VICINITY MAP SCALE: NONE W id L£VU • e Ass m STATE ROUT= PROJECT VICINITY l o • � 1% .11*1 IF, LOCATION MAP SCALE: 1" = 200' zism7 SOUTH BASE TRAINING CENTER ROOF REPLACEMENT LOCATION sKro SECTION LETTER DRAWING NUMBER G1.01 2 G1.02• 3 ATION LETTER 4 A3.01 5 A3.02 A C103 A3.03 GENERAL NOTES -� A10� WING ON WHICH \G 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2003 INTERNATIONAL SECTION /ELEVATION APPEARS. RECEIVED CITY OF TUKWILA SS BUILDING CODE AND THE LATEST EDITION OF THE TUKWILA BUILDING CODE. A COPY OF /. e fXM: Revisior>>s will require a new plan sublmi * . THE APPROVED PLAN, MUST BE ON' SITE WHENEVER MAR 2 2', i (2) ON DRAWING A705 THIS SECTION IS IDENTIFIED: TYPICAL CONSTRUCTION IS IN PROGRESS. ®� SECTION LETTER 2. IT IS THE. SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL 9� SECTION DRAWING ON WHICH SECTION " BUILDING UTILITY LOCATIONS SHOWN -AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING SCALE: 1 =1' -0" A10 WAS TAKEN. UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. (� )� (3) DETAiLS.ARE CROSS — REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, NUMBERS RATHER THAN BY LETTERS. EQUIPMENT OR BUILT —IN FURNISHINGS REMAINING IN (����� �+I C, THE WORK AREA DURING CONSTRUCTION. C 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. ABBREVIATIONS: 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. 0-- u ,Eggl SHE EI 1 DRAWING NUMBER G1.01 2 G1.02• 3 A1.01 4 A3.01 5 A3.02 6 A3.03 PROJECT DESCRIPTION OWNER: KING COUNTY AGENT: GERRIE JACKSON 201 S JACKSON ST, MS KSC —TR -0431 SEATTLE, WA 98104 -3856 206 - 684 -1334 OUILDING USE: MAINTENANCE FACILITY CONSTRUCTION ROOF REPLACEMENT ONLY TYPE: REFERENCE: 2003 INTERNATIONAL BUILDING CODE ADDRESS: 11911 EAST MARGINAL WAY SOUTH BUILDING A TUKWILA, WA 98168 ME MW ftMit No. PQk,.04j Plan MV10ew approval is subje,,t tb a Tl and oml App MI of construction d=,,,.ts does not aW the violation of any accepted code or ordinance, s Of a Flei Py and conditions s acknowk By DESCRIPTION' GENERAL INFORMATION /+ �•. STAGING PLAN �j,�t ' 0f Tu RWilla ROOF REPLACEMENT PLAN INWING DIVOON ROOF REPLACEMENT SECTIONS ROOF REPLACEMENT SECTIONS ROOF REPLACEMENT SECTIONS APPROX .HT APPROXIMATELY HEIGHT SOUTH BASE ANNEX TRAINING MAX MIN MAXIMUM MINIMUM � . *M be awe tD the ROOF., R E P LA C E M E N T . QC ON CENTER. of rl�rk wM t Pie OPP� 46 KING COUNTY RECEIVED CITY OF TUKWILA SS STAINLESS STEEL e fXM: Revisior>>s will require a new plan sublmi * . MAR 2 2', i TYP TYPICAL and may include additional plan review bm W/' WITH PERMIT Ctiv I, r.rl I PULLET P OVERBY AS NOTED DRAM: APPROVED. ONE INCH AT 8 FARISS- GATEMAN B ISLER ' FULL • q CHECKED: as NO.. I" '. SIZE "I �b °A 432680.400 IF NOT ONE INCH, • � J DAVIS mK mvx n DOT -13 SCALE ACCORDINGLY xitllg COt1IIt No. REVISION gY App'p PATE NEDOYMENDED: COMA= NO. WE LOCATION Noe DKI n Coon of OP1A° ° /'/ 0 CRIPPEN I C00059CO6 Trnnnportntion iii. 1Ililllll1 .11.11lilllill!III!'1111 ill l Inch 1/18 1 2 t. V£STCOTT® Since 18721° 1 ' 5IL ti6 E6 Z4 46`.`z 04rs'� IIUInInII�InIIIIII�Inllinll .ullllllalliillilillllill !W02� METRO TRANSIT DIVISION MA SOUTH BASE ANNEX TRAINING MARCH 2006 BUILDING ROOF REPLACEMENT GENERAL INFORMATION I GO.01 BEET N0. K 1 6 ll; l' IIIII�III' li�����Il(, jlllll .�l��III►Illlll�l�llll�:��l;1" I I IIIIIIIII8I4II.I:aIr'I;. 11v,. 1 . III1,1:1iiII111131111111111, IIIIIWILI I i a 4 E Q E m f `tD Q i 0 m .2 CL 2 2 m C) z Y U 0 ED z � J :- m z z_ x z to STANDING SEAM SHEET METAL PARAPET CAP EXISTING . METAL WALL PANEL —� CONTINUOUS SHEET MEMBRANE LINER 24 CONTINUOUS TAPERED WOOD SHIM 36 (BEVELED CEDAR SIDING OR SIMILAR) 48 METAL COUNTER SEAL TOP OF FLASHING WITH A FLASHING W/ EXTRA 3- COURSE OF SPECIFlED MASTIC BUTYL GASKET -� AND REINFORCED FABRIC HIGH - DOMED, CAPPED, GASKETED POLYISOCYANURATE SU FASTENERS AT ( APPROX 18" OC) PLYWOOD FASTENED FASTENERS APPROX 8" OC TO WALL CONTINUOUS CLEAT EXTENSION OF FIELD PLIES 2" ABOVE BASE FLASHING HEAD OF CANT (NOT SHOWN FOR CLARITY) NEW WOOD CANT SPECIFIED ROOF a SPECIFIED MEMBRANE BASE FLASHING (8" MEMBRANE MIN TO 14' MAX HT). EXTEND MIN 4" SEALANT BEYOND'TOE OF CANT 4" MIN SPECIFIED ROOF MEMBRANE Xt" FIBERBOARD -� 1 THERMAL INSULATION EXISTING METAL ROOF DECK EXTERIOR ROOF BAY SECTION KAA SCALE: NONE A1.01 SET BOLTS IN SEALANT NEOPRENE COVERBOARD INSULATION X" FIBERBOARD THERMAL INSULATION EXISTING METAL ROOF DECK EQUIPMENT SUPPORT CURB SECTION iD1 SCALE: NONE A1.01 SPECIFIED METAL COVER WITH RECEIVER FOR COUNTERFLASHING HIGH - DOMED, CAPPED, GASKETED FASTENERS ( APPROX 18" OC) REMOVABLE SHEET METAL COUNTERFLASHING FASTENERS APPROX 8" OC EXTENSION OF FIELD PLIES ABOVE HEAD OF CANT (NOT SHOWN FOR CLARITY) NEW CANT SPECIFIED MEMBRANE BASE FLASHING (8" MIN HEIGHT) SPECIFIED ROOF MEMBRANE ATTACH NAILERS TO ROOF DECK W/ SELF - TAPPING FLATHEAD SCREWS O 6" OC STAGGERED w .Q N EXISTING CONCRETE WALL 2x4 NAILER NEW WOOD CANT Xt" FIBERBOARD NEW `THERMAL INSULATION Z-EXISTING METAL ROOF DECK INSULATION FASTENERS ROOF AT METAL WALL PANEL SECTION iBi• SCALE: NONE A1.01 SEALANT APPROX Y4 CLEARANCE AT CORNERS —% NON- SHRINK GROU SPECIFIED SEALANT OR MASTIC EXISTING METAL FRAME WINDOW— METAL COUNTER FLASHING. W/ EXTRA BUTYL. GASKET - 2x4 NAILER POLYISOCYANURATE INSULATION --,,,, %" PLYWOOD FASTENED TO WALL BASE FLASHING SPECIFIED ROOF MEMBRANE SEALANT \ , 4" MIN N w Cr NEW THERMAL INSULATION EXISTING METAL ROOF DECK INSULATION FASTENERS ROOF AT WINDOW SECTION iC1 SCALE: NONE A1.01 DRAW BAND WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING PENETRATION POCKET 24 GA SHEET METAL PITCH PAN, SOLDERED /WELDED WATERTIGHT (4" MIN HEIGHT) 4" MIN FLANGE, SET IN. MASTIC AND FASTENED 3" OC OVER ROOFING PLIES, PRIME FLANGE BEFORE STRIPPING SPECIFIED MEMBRANE STRIPPING PLIES FELT ENVELOPE AROUND J; 1111 PENETRATION REQUIRED FOR COAL TAR , OR TYPE I do II 1" MIN PIPE DIAMETER ASPHALT ROOF ASSEMBLY 'I PENETRATION POCKET SECTION iE1 SCALE: NONE A1.01 — SPECIFIED ROOF MEMBRANE — COVERBOARD INSULATION: Xt" FIBERBOARD — THERMAL INSULATION — EXISTING METAL ROOF DECK RECEIVED CITY OFTUKWILA MAR 2 2 2006 PERMIT CENTEM ROUND PIPE COLUMN W/ SOLDERED LEAD do SHEET METAL HOOD. IF NOT PRESENT, INSTALL PER SECTION E/- — NO `Si 1. A MINIMUM OF 2 FEET OF HORIZONTAL CLEARANCE MUST BE PROVIDED FOR REMOVAL AND REPLACEMENT OF-ROOFING AND FLASHING BETWEEN PARALLEL SUPPORTS. A MINIMUM OF 3 FEET OF VERTICAL CLEARANCE • FROM ROOF SURFACE TO BOTTOM OF SUPPORTED EQUIPMENT SHOULD ALSO BE PROVIDED. 2. PRIOR TO INSTALLATION, SEAL PENETRATION WITH ELASTIC FILL C0D�C MEp FOR PUANCE Ann "ON' .'e MAR 2 4 2006 C ity0- 11 EQUIPMENT SUPPORT CURB DETAIL �1 SCALE: NONE A1.01 STRUCTURAL FRAME 1— N W{U� 2 J W !L x o WIDTH OF EQUIPMENT HEIGHT OF LEGS UP TO 24 24 24 TO 48 36 48 AND WIDER 48 NM: SEE DETAIL 1/ - -' METRO TRANSIT DIVISION D"TC C NONE p `�1D� I Mft P OVER SOUTH BASE ANNEX TRAINING MARCH 2006 • � � �`� MRrovER ONE INCH AT B FARISS- GATEMAN 8 ISLER FULL BUILDING ROOF REPLACEMENT ROOF - REPLACEMENT °"""'° q «m = r� r--- -I ;b 432680.400 IF NOT ONE INCH, J DAMS .aw Raun oar -fa SCALE ACCORDINGLY A3,01 ND. REVISION SY rAPPI-DI PATE RECOMMENDED, CONTRACT W. SfE LOCATION W. Department of SHM W owwo a /e /AL D CRIPPEN C00059C06 Transporteuon SECTIONS 2 Illilil 111 III l II lil Ijl ill III. lil Ill III III lil Ijl Ij 171 lil III IIl ll1 l�l I�1 I I. I IT, I I 1 2I l I I 3I 61. Inch .. 1118 , M ��® 01 i c r rt^.aypw y 7 lx rv- u SlnceJ87a," tta i nf. � ��� tom., �•k-'(�✓+''im21i*ur�q . � eta V �. s r t ��k?ctii �L +'_:�'�.''�•`:'"t t.,.�� ' � �., � �• , , � 6�6 . bl6 6I6 ZI6 1 ILL.` y Dl�rn i:lga'f.•r Ig of L; I9..: I5 I4. 1,: JzIL WOI1 I I 1111[111 11111111101 Ills 11111n IIIIIIII iiIIIlllll) IIII�IILI i E P Ix ED e Z a 0 0 i i P • m i s S A" LAW A" \l1,.1 C" .11M TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" PLUMBING VENT STACK SPECIFIED SOFT METAL PIPE FLASHING. SEE •NOTE 1�- SPECIFIED MASTIC OR SEALANT SET FLANGE IN MASTIC PRIME FLANGE BEFORE STRIPPING ' SPECIFIED MEMBRANE STRIPPING PLIES SPECIFIED ROOF MEMBRANE COVERBOARD INSULATION: 74" FIBERBOARD THERMAL INSULATION LEXISTING METAL ROOF DECK PLUMBING VENT SECTION iA1 SCALE: NONE A1.01 SEALING MATERIAL NOTES PLUMBING VENT 1. SHEET LEAD MINIMUM OF 4 LB PER SQUARE FOOT. SHEET METAL HIGH = DOMED, CAPPED, GASKETED FASTENERS. (APPROX FLASHING RECEIVER 18" OC MINIMUM TWO FASTENERS PER SIDE) REMOVABLE SHEET METAL COUNTERFLASHING FASTENERS APPROX 8" OC EXTENSION OF FIELD PLIES ABOVE HEAD OF CANT z (NOT SHOWN FOR CLARITY) 4" MIN' 4" MIN iv SPECIFIED BASE FLASHING (8" MIN HEIGHT) —SPECIFIED ROOF MEMBRANE 74" FIBERBOARD _ REVIEWED THERMAL INSULATION COd� C OM �� �� �- EXISTING METAL ROOF DECK REPLACE WOOD ATTACH ' NAILERS TO ROOF DECK NAILERS IF DAMAGED NEW CANT W/ SELF - TAPPING FLATHEAD MAR 2 4 2006 SCREWS O 12" OC STAGGERED RAISED CURB FOR EQUIPMENT AND DUCTS SECTION y SCALE: NONE A1.01 I City Of TUKWIla` -09 P71 rNT11 CLAMPING RING SPECIFIED LEAD FLASHING (30" SQUARE MINIMUM) DRAIN STRAINER FLAT BAR TERMINATION BAR SET ON STRIPPING PUES IN MASTIC, PRIME TOP SURFACE BEFORE STRIPPING FASTENERS APPROX 8" OC SPECIFIED MEMBRANE FASTENERS APPROX 18" OC STRIPPING PUES MULTI -PLY, BUILT -UP I REMOVABLE SHEET METAL COUNTERFLASHING ROOF — t MEMBRANE I ' Z EXTENSION OF FIELD PUES ABOVE HEAD OF CANT (NOT SHOWN FOR CLARITY) 4" MIN 4" MIN cV SPECIFIED BASE FLASHING (8" MIN HEIGHT) TAPERED INSULATION _ DECK CLAMP �SPECIFIED ROOF MEMBRANE EXISTING METAL ROOF DECK 1i" FIBERBOARD THERMAL INSULATION DRAIN BOWL THERMAL INSULATION COVERBOARD INSULATION: J¢" FIBERBOARD EXISTING METAL ROOF DECK MEMBRANE, LEAD FLASHING AND _ STRIPPING PUES ALL EXTEND REPLACE WOOD RECEIV UNDER CLAMPING, RING NAILERS IF DAMAGED NEW CANT CIT ED RECEIVKD NILA ROOF DRAIN — ALTERNATE FLASHING RAISED CURB FOR LARGE HVAC UNIT MAR 2 2 20U1*)' SECTION iC1 SECTION iD1 SCALE: NONE A1.01, SCALE: NONE A1.01 PERMITCENTEH DESMNED PROJECT MMVCM SCAM DAIS: C. O NONE METRO TRANSIT DIVISION I MARCH 2006 DRAW APPRUVM. ONE INCH AT SOUTH BASE ANNEX TRAINING FULL SIZE BUILDING ROOF REPLACEMENT B FARISS— GATEMAN D ISLER 43RD �-� ROOF REPLACEMENT °' "°' 432680.400 IF NOT ONE INCH, J DAMS WN wmm Oar —I3 SCALE ACCORDINGLY King County x•02 RECOwuENDED. ca�RACr W. srtE taulroR Ro Department of SECTIONS sHEEr Ra ar No. REVISION BY APP'D DATE 3 °w1° °/°/ D CRIPPEN GM 059CO6 awpo�}Son, � 21► �, il����I�! �j1131��' �' �1�����' 4�' 1�' ��' �i' ��- �_�_1''�5 s� Inch 1/18 u a 1 y, OJ i '11�V1 Y ®'11 i�7 ,. SIR= E87a," .� 5L nnti6 n Z I•` WO L I I Iw 1 1 1 ' II .11ll llllill E6 nnlnu u.IIIXui iiiilull unliau ii�iluii i�iiliiii iiiiliiii iiiiliiii iiiil►iii iiiiliiil iiiiliui ililliui iuilliia off. 0 i c u TL 0 00 oe D m C i3 0 N C4 0 00 E E a i m 2 0 iE `0 m a g 2 m SCUPPER 1• SUMP 2' AROUND SCUPPER OPENING TO PROMOTE WATER RUN OFF. 2. SCUPPER LINER TO BE MANUFACTURED FROM 24 GAUGE STAINLESS STEEL, AND ALL SURFACES THAT RECEIVE AN ADHERED MEMBRANE SHOULD BE PRIMED WITH ASPHALT PRIMER. 3. OUTSIDE EDGE OF SCUPPER SHOULD BE TOTALLY SEALED TO PREVENT WATER FROM ENTERING WALL STANDING SEAM SHEET METAL PARAPET CAP CAVITY. 2 -PLY CONTINUOUS SHEET MEMBRANE LINER 4. SCUPPER HEAD (NOT SHOWN) MUST BE BELOW 041 OR HAVE SPILL -OUT BOTTOM LEVEL OF SCUPPER. CONTINUOUS TAPERED WOOD SHIM (BEVELED CEDAR SIDING OR SIMILAR) 5. BREAK OUTSIDE TOP AND BOTTOM EDGES DOWN z 45 DEGREES. HIGH - DOMED, CAPPED, GASKETED v 6. FLANGES SHALL BE A MINIMUM OF 6" WITH SOLID GASKETED FASTENERS MINIMUM m FASTENERS AT APPROX 18" OC SOLDERED CORNERS. TWO FASTENERS PER SIDE Z3 FASTENERS APPROX 8" OC " 2 W SHEET METAL COUNTERFLASHING SCUPPER LINER CONTINUOUS CLEAT EXTENDED FIELD PLIES ABOVE HEAD OF CANT (NOT SHOWN FOR CLARITY) SS TRIM RING w CANT SOLDERED TO SCUPPER LINER SET IN FULL BED OF ? x SPECIFIED MEMBRANE BASE FLASHING (8" SCUPPER ASPHALT MASTIC AND PRIMED WITH Z MIN HEIGHT) FEATHERED AT FIELD OF ROOF ASPHALT PRIMER m = 1 SEALANT/ 2 -PLY STRIPPING FELTS 1 /-- MIN BACKER SPECIFIED ROOF MEMBRANE !� ROD IF NEEDED T �SPECIFIED ROOF MEMBRANE. EACH MEMBRANE LAYER COVERBOARD INSULATION: 7ct" FIBERBOARD EXTENDED TO PROVIDE MULTIPLE SEALS THERMAL INSULATION EXISTING METAL ROOF DECK ROOF SUMPED WITH TAPERED INSULATION WOOD NAILERS AND CURB SPECIFIED BASE FLASHING EXISTING METAL ROOF DECK REVIEWED FOR ATTACH NAIAPPI TO ROOF DECK TREATED WOOD NAILER CUDE CQ�p�aNCE SC SELF- TAPPING FLATHEAD SPECIFIED SCREWS O 12" OC STAGGERED ROOF MEMBRANE —� l MAR 2 4QQ� SKYLIGHT, SCUTTLE, AND SMOKE VENT SCUPPER SECTION Qtv f wily SCALE: NONE A1.01 SCALE: NONE A1.01 ;fir 117M�A�'�i �'�'�1rrfTR! i CITRECEIVED F KWILA MAR 2 2 2006 PERMIT CENTEii C t> +EO "� t,Awwc�c METRO TRANSIT DIVISION DA" N ��D� 1 PULLET P OVERBY NONE SOUTH BASE ANNEX TRAINING MARCH 2006 bDRAW Arraou ONE INCH AT FULL SIZE BUILDING ROOF REPLACEMENT O B FARISS- GATEMAN B ISLER ROOF . REPLACEMENT °""""° "� 04ECKEQ ms W. F"-- -I 432680.400 IF NOT ONE INCH, .L J DAMS rapt rman o6T -13 SCALE ACCORDINGLY I<iiIIa County �•03 No. REVISION BY APP'D DATE RECOMMENDS CONM"� "a SIX LOCATM W. Dapartment Of SECTIONS �* NO. °�1A° °/'/ 0 CRIPPEN C00059C06 Transportation 4 iIII 11(fmiillji!I' rli�iii�iilliii�i,li�ii,i�l Tj11TjTJ1111�1 •��liillis�'i'��i�hilh 6 Inch 1/16 1 2 *eJ�v 3$x3 ra •� 43 B zt . p� 7 'J1C�® µ �� 'P�a,'�'kl�.�a��'�'IS'� �� 4� �' � >�i,G}�•Yk� }f�." LB "Q' i Ent 5L '' nL. Illlnlllnlllnil�iinlini .�.I�nl�i�i�.iiiilun�' iii% i��. i• �` �il�i` ii�i�ili����i�' riliiii�iiiliii�i• iiiliiii�iiiilii• ii�iiiiliiii�iiiiliiii�iiii •liii.i� �� j