Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D17-0328 - BOEING #13-03 - REROOF
BOEING 13 - 03 - REROOF 10002 E MARGINAL WAY S BLDG 13-03 EXPIRED 10/17/18 D17-0328 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400021 Permit Number: 10002 E MARGINAL WAY S BLDG 13- 03 BOEING #13-03 - REROOF Issue Date: Permit Expires On: D17-0328 12/20/2017 6/18/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 KEVIN RAMBALDINI PO BOX 3707 M/S 12 -AP , SEATTLE, WA, 98124 SR BUILDING SERVICES LLC 8523 216 ST SE , WOODINVILLE, WA, 98072 SRBUIBS873L1 BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (206) 999-1369 Phone: (503) 260-5252 Expiration Date: 6/25/2019 DESCRIPTION OF WORK: REMOVE EXISTING CANOPY ROOF AND REPLACE WITH NEW FULLY ADHERED DUR-LAST PVC MEMBRANE ROOF. NEW 3" POLYISO RIGID INSULATION WITH CRICKETS TO BE ADHERED TO THE DECK FOLLOWED BY 1/4" DENS DECK PRIME ROOF BOARD. Project Valuation: $58,300.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $1,931.11 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: (I/W V VY Date: ',+011i I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per a:ree to the conditions attached to this permit. Signatur ,/%1Z Print Name: 'M q" ,� Ai— -1;‘ —. Date://2-721/42 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shaft be provided to the building inspector. 6: VALIDITY OF PBRMIT: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Ling: (206) 438-9350 1700 BUILDING FINAL** 0103 PRE-REROOF CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.TukwilaWA.gov Building Permit No. t 1 _ O3? -8 Project No. Date Application Accepted: 1 ;2 7" 17 Date Application Expires: Y (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the nail or by fax. **Please Print** SITE LOCATION Site Address: 10002 E Marginal Way S, Tukwila Tenant Name: The Boeing Company PROPERTY OWNER Name: Kevin Rambaldini Name: The Boeing Company City: Seattle State: WA Zip: 98124 Address: 100 N. Riverside Email: kevin.frambaldini@boeing.com City: Chicago State: IL Zip: 60606 CONTACT PERSON — person receiving all project communication Name: Kevin Rambaldini Address: p0 Box 3707 M/S 12 -AP City: Seattle State: WA Zip: 98124 Phone: (206)'999-1369 Fax: Email: kevin.frambaldini@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: SR Building Services LLC Address: 8523 216th St SE City: Woodinville State: WA Zip: 98072 Phone: (425) 558-7770 Fax: Contr Reg No.: SRBUIBS873L1 Exp Date: Tukwila Business License No.: BUS -0995520 H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0003400021 Sclite,-11.Tumber:l3 6 3 Floor: New Tenant: ❑ Yes E .. No ARCHITECT OF RECORD Company Name: Boeing Enterprise Roof Consulting Architect Name: Troy Gamba, RCI Address: 9725 E Marginal Way S City: Tukwila State: CA Zip: 98108 Phone: (206) 920-0972 Fax: Email: troy.j.gamba@boeing.com ENGINEER OF RECORD Name: fs 1 0 /1 PCI- 6-40 Company Name: Address �.7?„.6.4er ore, L w k Engineer Name: City: �ieko l Lk Stare:iA, Zip:49 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: fs 1 0 /1 PCI- 6-40 Address �.7?„.6.4er ore, L w k City: �ieko l Lk Stare:iA, Zip:49 l as Page 1 of 4 BUILDING PERMIT INFORMATION 206-431-3670 Valuation of Project (contractor's bid price): $ 58,300 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remove exisitng canopy roof and replace with new fully adhered Duro-Last PVC Membrane Roof. New 3" polyiso rigind insulation with crickets to be adhered to the deck followed by 1/4" Dens Deck Prime Roof Board. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage , Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signatur Print Name: .40414 H RIZ D GE T: Ay/i), ilk= k? Date: 12- 7 — 17 Day Telephone: 2'3c — 3 — `,45 Mailing Address: () 523 2, 1 6> S'. IA/ O d, 041/lug City State Zip H:\Applications\Forms-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT . PermitTRAK QUANTITY f PAID $1,931.11 D17-0328 Address: 10002 E MARGINAL WAY S BLDG 13-03 Apn: 0003400021 $1,931.11 Credit Card Fee $56.25 Credit Card Fee R000.369.908.00.00 0.00 $56.25 DEVELOPMENT $1,819.85 PERMIT FEE R000.322.100.00.00 0.00 $1,100.21 PLAN CHECK FEE R000.345.830.00.00 0.00 $715.14 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $55.01 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12966 R000.322.900.04.00 0.00 -1 $55.01 1,931.11 Date Paid: Thursday, December 07, 2017 Paid By: DALE PICCOLI Pay Method: CREDIT CARD 073176 Printed: Thursday, December 07, 2017 11:55 AM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit b r -7'O k INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. COMMENTS: Corrections required prior to approval. A«) 204, -27 —6757 PR 'r ovs/ ehy Rise , vac Inspector: Date: -Z0 —18 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. f inspec ' Rot Project. \Typ Address: topo 2. E t1 re. L.. \ Special Instructions: /1- / 3_... 03 Date nt=d (oaf Requester: Phone No: K 1 -Li 25-459 -0550 Approved per applicable codes. COMMENTS: Corrections required prior to approval. A«) 204, -27 —6757 PR 'r ovs/ ehy Rise , vac Inspector: Date: -Z0 —18 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Boeing 2017 Bldg. 13-03 "Section B Only" Roof Replacement RECEIVED CITY OF TUKWILA DEC 012011 PERMIT CENTER Prepared By: Troy J. Gamba, RCI. Roof Consultant Boeing Enterprise Roof Consulting Operational Excellence - PI Integration 1 CODE COMPLIANCE APPROVED DEC 13 2017 City of Tukwila BUILDING DIVISION bno3z8 Section Boeing 2017 Bldg. 13-03 "Section B Only" Roof Replacement Table of Contents Title Page/s Cover 1 2. Table of Contents 2 ; 3.. Boeing Project Terms 3-6 4. Scope of Work 7-8 5. ROOFNAV#345188-0-0 FM -1-90 9 - 15 6. Duro-Last PVC Membrane Specification 16 - 25 Fully Adhered System 7. Building Drawings 26 - 28 8. Site Map 29 9. Site Photo Overview 30 1...„) --?'".7. ,,,r,,- - ,., ''' e• - 4' ', _ , _e ';. , c: 2 Boeing Bldg. 13-03 Section "B" Project Terms Fall 2017 1 DESCRIPTION A. Developmental Center Bldg. 13-03 B. Project Management and coordination contacts are as follows: • Procurement Management / TBD • PA/PM/CM / Boeing Project Focal / TBD • Site Contact / TBD • Boeing Enterprise Roof Consultant / Troy J Gamba (206-920-0972) C. Project consists of installing approximately 1,500 Sq.Ft. of Duro-Last® (60mil) PVC Thermoplastic fully adhered roof system as described in the attached Roofing Specification. 2 EXTENT OF WORK A. Provide all labor, material, tools, equipment, and supervision necessary to complete the installation of a Duro-Last® (60miI) PVC Thermoplastic Membrane fully adhered roof system to include any and all drains, metal flashings, etc. to make the complete roof system. B. Remove existing single ply PVC roof system to include all flashings (metal, edge, curb, pipe, etc.) down to existing torch down vapor barrier. NOTE: When removing existing fasteners care must be taken to prevent damaging (spalling or cracking) of the concrete slab. Fasteners should be remove by backing out or cutting flush to deck surface. C. Install two layers of Duro-Guard ISO II polyisocyanurate insulation and adhere to concrete deck with OMG OlyBond adhesive staggering seams a minimum of 6". Apply adhesive as directed in ROOFNAV#345188-0-0. D. Install crickets to areas along North side of HVAC units and South wall per the attached section drawing. Apply adhesive as directed in ROOFNAV#345188-0-0. E. Install one layer of 0.500" DensDeck cover board staggering seams a minimum of 6" and adhere to DURO-Guard ISO boards with OMG OlyBond adhesive. Apply adhesive as directed in ROOFNAV#345188-0-0. F. Install a Duro-Last® (60mi1) PVC Thermoplastic Membrane adhered with Duro-Last SB -II Adhesive to include all associated flashing, boots, etc. for make up a complete roof system. 3 PERFORMANCE REQUIREMENTS A. In the event of project delay of more than one week, contractor will work extended shifts and weekends to -return to schedule targets. B. All contractor equipment will be approved for use by the material manufacturer/s. 4 SUBMITTALS A. All contractor project submittals must be received on or before Date and Time TBD containing but not limited to the following detail: 1. Labor by hour and discipline 2. Material 3. Support 4. Schedule 5. Project Safety Plan Overview 6. Project Work Plan Overview describing general approach and graphic progression plan. B. Upon contract award and prior to starting any work, the contractor must submit the following: 1. Certification of Contractor Insurance bond. 2. All applicable construction permits for the projects local jurisdiction (county, city, etc.). 3. Shop drawings showing layout, details of construction and identification of materials. 4. Utility requirements 5. Detailed Project Specific Safety Plan including a detailed Fall Protection Plan 6. Detailed Project Work Plan describing general approach and graphic progression plan. 7. Hazardous Waste Disposal Plan 8. Crane Operation Plan and Schedule to include verification of crane operator and rigger certifications. 5 USE OF THE PREMISES A. Before beginning work, the roofing contractor must secure approval from the building owner's representative for the following: 1. Areas permitted for personnel parking. 2. Access to the site. 3. Areas permitted for storage of materials and debris. 4. Areas permitted for the location of cranes, hoists and chutes for loading and unloading materials to and from the roof. 6 EXISTING CONDITIONS If discrepancies are discovered between the existing conditions and those noted on the drawings, immediately notify the Boeing project focal, Boeing Site Engineering and or Boeing Enterprise Roof Consultant by phone and solicit the manufacturer's approval prior to commencing with the work. Necessary steps shall be taken to make the building watertight until the discrepancies are resolved. PRECONSTRUCTION CONFERENCE A. A pre-bid meeting will be held at the job site on Date and Time TBD,. Contact the Boeing project focal, TDB (***-*** ****) if there are any questions. B. Prior to bid submittal, the roofing contractor should schedule a job site inspection to observe actual conditions and verify all dimensions on the roof. The job site inspection may occur on the day of the pre-bid meeting or on a date following the meeting, but prior to the requested date for bid participation C. The bidding process will be conducted as 'Firm Fixed Price' proposal. D. Any conditions which are not shown on the shop drawings should be indicated on a copy of the shop drawing and included with bid submittal if necessary to clarify any conditions not shown. Submit these variances to the Boeing Site Engineering and or Boeing Enterprise Roof Consultant/SME Troy J. Gamba. 8 TEMPORARY FACILITIES AND CONTROLS A. Temporary Utilities: 1. Water, power for construction purposes are available at the construction location and will be made available to the roofing contractor. 2. Provide all hoses, valves and connections for utilities from a source designated by the owner when made available. 3. When available, electrical power should be extended as required from the source. Provide all trailers, connections and fused disconnects. 4 B. Temporary, Sanitary Facilities 1. Contractor will provide sanitary facilities. C. Building Site: 1. The roofing contractor shall use reasonable care and responsibility to protect the building and site against damages. The contractor shall be responsible for the correction of any damage incurred as a result of the performance of the contract. 2. The roofing contractor shall remove all debris from the job site in a timely and legally acceptable manner so as to not detract from the aesthetics or the functions of the building. Refuse receptacles will be provided by, and managed by the contractor. D. Security: Obey the owner's requirements for personnel identification, inspection and other security measures. 9 JOB SITE PROTECTION A. The roofing contractor shall adequately protect building, paved areas, service drives, lawn, shrubs, trees, etc. from damage while performing the required work. Provide canvas, boards and sheet metal (properly secured) as necessary for protection and remove protection material at completion. The contractor shall repair or be responsible for costs to repair all property damaged during the roofing application. B. During the roofing contractor's performance of the work, the building owner will continue to occupy the existing building. The contractor shall take precautions to prevent the spread of dust and debris, particularly where such material may sift into the building. The roofing contractor shall provide labor and materials to construct, maintain and remove necessary, temporary enclosures to prevent dust or debris in the construction area(s) from entering the remainder of the building. C. Do not overload any portion of the building, by either use of or placement of equipment, storage of debris, or storage of materials. D. Protect against fire and flame spread. Maintain proper and adequate fire extinguishers. E. Take precautions to prevent drains from clogging during the roofing application. Remove debris at the completion of each day's work and clean drains, if required. At completion, test drains to ensure the system is free running and drains are watertight. Remove strainers and plug drains in areas where work is in progress. Install flags or other telltales on plugs. Remove plugs each night and screen drain. F. Store moisture susceptible materials above ground and protect with waterproof coverings. G. Remove all traces of piled bulk material and return the job site to its original condition upon completion of the work. 10 SAFETY A. The contractor will submit a job specific safety plan as directed in Boeing procedure PRO -2751 and the Service Provider Manual, Supplied following contract award. B. The roofing contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable local, state and OSHA requirements that are safety related. Safety shall be the responsibility of the roofing contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility's occupants including staff, visitors, customers and the occurrence of the general public on or near the site. 5 11 HAZARDOUS DEBRIS The following shall be accumulated as directed by Boeing site HazMat and will be disposed of by Boeing, and are not to be removed from the site by the contractor: A. All empty or partially empty containers that contained hazardous materials (such as sealants or adhesives) B. Contaminated applicators destined for disposal C. Contaminated maskants and rags destined for disposal D. Other items containing or are contaminated with hazardous material which the contractor wants to dispose of. 12 WORKMANSHIP A. Applicators installing new roof, flashing and related work shall be factory trained and/or approved by the manufacturer(s) they are representing. B. All work shall be of highest quality and in strict accordance with the manufacturer's published specifications and to the building owner's satisfaction. C. There shall be a supervisor on the job site at all times while work is in progress. 13 QUALITY ASSURANCE A. Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and an experienced superintendent on the job at all times roofing work is in progress. B. There shall be no deviations made from this specification or the approved shop drawings without the prior written approval of the specifier. C. Upon completion of the installation, the applicator shall arrange for an inspection to be made by Boeing project manager. 14 JOB CONDITIONS, CAUTIONS AND WARNINGS A. Safety Data Sheets (SDS's) must be on location at all times during the transportation, storage and application of materials. B. When loading materials onto the roof, the Roofing Applicator must comply with the requirements of the building owner to prevent overloading and possible disturbance to the building structure. C. Proceed with roofing work only when weather conditions are in compliance with the manufacturer's recommended limitations, and when conditions will permit the work to proceed in accordance with the manufacturer's requirements and recommendations. D. Proceed with work so new roofing materials are not subject to construction traffic. When necessary, new roof sections shall be protected and inspected upon completion for possible damage. E. Provide protection, such as 3/4 inch thick plywood, for all roof areas exposed to traffic during construction. Plywood must be smooth and free of fasteners and splinters. F. The surface on which the insulation or roofing membrane is to be applied shall be clean, smooth, dry, and free of projections or contaminants that would prevent proper application of or be incompatible with the new installation, such as fins, sharp edges, foreign materials, oil and grease. G. New roofing shall be complete and weather tight at the end of the work day. END 6 SCOPE OF WORK Bldg. 13-03 Section "B" Roof Replacement Duro-Last® (60miI) PVC Thermoplastic Membrane Fully Adhered Roof System General: Below are project details to install approximately 1,500 Sq.Ft. of Duro-Last® (60m11) PVC Thermoplastic Membrane fully adhered per the attached roofing specification. Existing Roof: Seal Dry PVC single ply with 3" of polyisocyanurate insulation mechanically fastened to Tight weight structural concrete poured over corrugated metal decking. System includes interior drains, overflow scuppers, pipe penetrations, and termination bar perimeter edge detail. Provide Labor and Material to complete the following: 1.) Project set-up : a. Contractor will be responsible for acquiring all applicable construction/building permits from the appropriate municipality prior to start of project. b. Permit must be presented to project manager before start of project. c. Contractor will be responsible for all aspects of project planning, bad -in and load -out. d. Boeing will support the project by providing adequate space and coordination to accommodate equipment and storage requirements. 2.) Material management: a. Contractor will be responsible for cost and coordination associated with equipment and material movement on site. b. Contractor will be responsible for cost and coordination associated equipment and material movement to and from the installation location on the building 13-03 roof. 3.) Fall Protection: a. Section "B" of the 13-03 is an enclosed area with no exposed roof edges or openings. 4.) Removal of existing Single ply roof system: a. Complete removal of the single ply roof system to include all insulation, associated fasteners and components to completely expose the underling concrete deck. NOTE: When removing existing fasteners care must be taken to prevent damaging (spalling or cracking) of the concrete slab. Fasteners should be remove by backing out or cutting flush to deck surface. b. All internal drains are to be re -used. If drain rings/bolts cannot be removed or are damage beyond use a suitable retro fit drain assembly will be acceptable upon approval by the designer. c. All perimeter termination bar and concrete anchors are to be removed. 5.) Concrete Roof Deck Inspection/Sealing: a. Seal all exposed joints, penetrations, holes, cracks, etc. in the concrete deck with Duro-Caulk Plus or Duro-Caulk Advance and optional high quality urethane sealant. 7 SCOPE OF WORK Bldg. 13-03 Section "B" Roof Replacement Duro-Last® (60mi1) PVC Thermoplastic Membrane Fully Adhered Roof System 6.) Installation of Duro-Last® (60m11) PVC Thermoplastic Membrane Fully Adhered Roofing System (FM -1-60 minimum): ROOFNAV#345188-0-0 (FM -1-90) a. Insulation Board — Install two layers of Duro-Guard ISO II polyisocyanurate insulation board (4'x4'x1.5") and adhere to concrete deck with OMG OlyBond adhesive staggering seams a minimum of 6". Apply adhesive per ROOFNAV#345188-0-0. i. Drain Sumps — Taper, cut and smooth sumps into upper insulation board to create a drain sump a minimum of 6" in diameter around the roof drain assembly. b. Crickets — Install cricket insulation along north side of HVAC units and on the South wall. (See Attached Cricket Detail) Apply adhesive per ROOFNAV#345188-0-0. b. Cover Board - Install one layer of 0.500" DensDeck gypsum board staggering seams a minimum of 6" and adhere to the Duro-Guard ISO H with OMG OlyBond adhesive staggering seams a minimum of 12". Apply adhesive per ROOFNAV#345188-0-0. NOTE: ALL INSULATION ADHESIVE (RIBBION WITDTH AND SPACING) MUST BE APPLIED AS DIRECTED WITHIN ROOFNAV#345188-0-0 TO MEET THE WIND UPLIFT REQUEIMTENS OF ASCE 7-10 AND FM GLOBAL. c. Membrane - Install Duro-Last® (60mil) PVC Thermoplastic Membrane adhered using DURO- Last SB -II Adhesive to include all necessary perimeter, penetrations, curb flashing details and all associated components.to make up a complete Duro-last roof system. d. Perimeter Termination Bar — Install new perimeter edge termination bar and fasten with new concrete anchors. e. Metal Flashings — All new metal flashings must be pre finished/painted (color TBD). No exposed galvanized metal will be allowed. Install all new metal flashings to include all perimeter, curb, slip, and or counter flashings in accordance with ASCE 7-10 and FM Global requirements for wind up lift. 7.) Project Closure: a. Contractor will be responsible for all clean-up and disposal requirements. b. Contractor will issues a 2 year craftsmanship warranty at the completion of roof system installation. c. Manufacture will issue a 20 year system warranty at completion of roof system installation. Please contact the undersigned with any questions associated with the above information. Troy Gamba Roof Consultant Enterprise Roof Consulting Services (206) 920-0972 troy.j.gamba@boeing.com 8 FM ROOMS- ROOFING SYSTEM CONTRACTOR PACKAGE CONTACT INF kiidATION OVERVIEW OF%URI( Building NameiNumtEr Roof Area: Created In Rooftdav: Type of Work: 13-03 13-'03 (B) Sep 28.2017 New Roof Area of Rood Index Nurrttier (Optional): Assembly #: Min aft (1 m) Continuous Parapet: Field 3451B8=0-0 ROOF AREA. CLASSIFICATIONS • Roof Area Properties Site Properties Dimensions: 20 x 90 ft (6.10 x Surface C 30.18 rn) Roughness: Height 24 ft (732 m)ihrmd Speedt 00 mph Slope: 111000 in 12 (4.61 Wind Borne No Debris Risk: Fire/ Hail Internal Fire: 1 Exterior Fire: A Haft: Wind Uplift Ratings Field: 60 psf Perimeter- 75 psf Corner 120 psf RATINps FOI3,,FAlI:'APPROVED ASSEMBL'N'4k34511384 IrrtermallExterior Fire: NOTA Max Slope: 1_50I Iin12(71°) For Use With Ilton -Combustible Walls: Na Hall: SH 'Wind Uplift Rating: 9D psf 0 MApproeed zeds mast also have comer andper lm artancemints and Fi 4AAppiotperientirffis%g. For deeds, eFM GlobalPov Loss ikeVeationDataSheets i- arid i-49.EarS Seam lora.see Testy Loss itev oaData Sheet 1-3i. The roof deck make up: Corrugated metal .deck wi poured in place structural concrete, sloping outwards from 7" to 2.5" thickness above the top rib of the metal deck. Perimeter and Comer enhancement = 3Ft. Adhesive ribbons: Field = 314" a 12" c.c. Perimeter and comer _ 314" do o.c. 2006-2016FM Approvals LLC. did= reserved. Page 1of7 9 11111 p;pr ols- ROOFINGS SYSTEM CONTRACTOR PACKAGE tflGrefci ,4'_"f'E,a !AMIE/ABLY DETAIL. COMMENTS f smaNA WREs Sitplature of [installing Contractor: Title- Date - Signature of Designe fOhsen ter_ T-i61_Dale- Segure of Client/Ptopertyflr: Title: 2006-2016 f Aggreea9s LLC. All rights reserved. DAP: Page af 7 10 ROOFING SYSTEM CONTRACTOR PACKAGE -1 _ Cover (Single-,pur) Comments: none Cover (Single -ply) Copan Trade Name: Max Width: Ma. Min Thickness: Sacking: Max Thickness: Reinforcement Comments: Duro-Last Roofing Inc Duro-Last 0.0000 in PVC (polyvinylchloride) 0.0400 in (none) 0.0600 in polyester none rSecurement (Sheet Lap) Comments: none Weld (teat) Company: Trade (tame: Configuration: OutsideiFull ll uifih: Inside Width: Comments: Generic weld. hot air Single 11_5000 in 0.0000 in 4 in. (10D mm) wide field laps_ Outside 1.5 in, (40 mm) heatwelded. Securernent(Caver) from t_ Cover (Single -ply) to 3. Cover Board Comments: none Adhesive (Full Application) Company: Trade Name: Materiat S-strarte Primer Rate Wet Type: Over Substrate Rate Wet 'Underside Rate Wet: - --Si bstrate Fdzsne� fl'3ate-Diy: Over Substrate Rate Dry: Underside Rate Day: Comments: Duro-Last Roofing Inc Duro-Last WS U Adhesive water-based 0.0000 gatisquare rrkluidiseni i-saoiid 1.0000 gat/square 0.0000 gat/square - -- --0:0000 lb/square- - 0.0000 [bfsquare 0.0000 ih/square 20%2016 FM ApprisvalsLLC. lit iii reserved. none Page 3 of 7 11 Subshtute WB for 1Duro- ast SB 111 Adhesive LCover Boar Comments:. ROOFING YSTEM CONTRACTOR PACKAGE mete Comer Board Company Tirade Name: Material: Min Board Size: Board Profile: Min Thickness: Max Thickness: Min Density: Comments: Georgia-Pacific Gy+psnrn LLC DensDeck Prime gyps 1I8.00x 00.00 in Dens -Deck Prime board flat 0.2500 in 0.0250 in 0.0000 lbftt0 nom thickness = 4.500"° 4. Securernerrt (Board Stock) from a Cover Board to 5. Insulation, (Board Stock) Comments: none J Adhesive (Ribbons} Company Trade Name Material: Row Spacing Type: Ribbon Width: Tape Width: Application Method: Comments: 2006.2016 FM Vials _ All red; reserve. OMG Olyborti Classic polyurethane 12.0000 in foam 0.7500 in 0.0000 in Linear none Page 4of7 12 Perimeter and Corner enhancement = 3Ft•. Adhesive ribbons: Field = 3f4" 1r o.c. Perimeter and corner = 3l4 6" o.c. FAPEITOVair ROOFING SYSTEM CONTRACTOR PACKAGE In (Dpartl StOok) Comments: none Insulation (Board Stook) Company: Trade flame: Material: Min Board Size: Board Profire: Min Thiickness: Max Thickness: Min Density: Comments: Duro-Last Roofing Inc Dur -Guard Iso polyisocyanurat*olyurghane 416.1113x 481)0 in fig 0.50130 in 12_0060 in 0.011120 none Insulation total thickness = 3" Thickness to be made up of "We layers of 45:4tx1-1/2" boards SelF-Secusement Comments: none Adhesive (Full Application) Company: Trade Name: Material: Substrate Prhrrier Rate Wet: Type: Over Substrate Rate Wet Underside Rate Wet: Substrate Primer Rate Dry: Over Substrate Rate Dry: Underside Rale Dry: Comments: 2006-2016 FM Approvals LLC. Al] right r-enrezl. OIG Olyhond classic polyurethane 0.0000 gal/square foam 1.00011 gaWsquare 0.11366 galfsquare 0.0000 lb/square 0.0600 ib/square 0.01100 lb/square Spray applied and allowed rise to 118 to 1/4 in_ (3 to 6 mm) thick and become tacky. Insulation board is then *Iced with pressure applied perfocfically until the board is fully adhered. Pap 5 of 7 13 AQpfValS- ROOFING SYSTEM CONTRACTOR PACKAGE Securernent (Board Stack) from 5. Insulation (Board Stock) to 7_(Deck) Structural Concrete Comments: none Adhesive (Ribbons) Company: Trade Name: Material: rial: Ravi Spacing.: Type: Ribbon Width: Tape Width: Application Method: Comments: OMG Olybcnd Gl c polyurethane 12.0000 in foam 0.7500 m 0.0000 in Linear none (Deck) Structural Concrete Perimeter and Corner enhancement 3Ft. Adhesive riibbcns: Field = 314" © 12" o.c. Perimeter and comer = 314" @ 6" o.c. 1 Note: Stncctural Concrete deck must have a minima= compressive strength of 2500 psi ( 97.24 Mpa) and a minimwn thickness of 2 Inches (50 mm). Comments: none [. Structure Structure Type: concrete Max Spacing: 0.0000 in Min Thickness: 013000 in titin Strength: 0.0000 ksi Comments: none 2006-2016 FM Approvals LLC. An rig= nor e& Page 6 of 7 14 FM Appeals ROOFING SYSTEM CONTRACTOR PACKAGE Fastener Placement Now that th configuration is complete for the field of the mot you mist select tate required fastener placement from the Fastener Placement Figures 3-6 in FM Cloba9 Property Loss Prevention Data Sheet 1-2g. ComedPerrineter Enhancements Now that you have selected a fastener placement. you must select entiaricerverrts for the comers and perimeters. Refer to FM Global Property Loss Prevention Data Sheet 1-29. Pt you have sufficient detail about the roof assembly, you can select enhancement that have been approved for rucis With your spe icatiorus from Table 1A: Recommended Rating of Field,. Perimeter and Corner Areas (Zones 1.2 and 3) for Enclosed Buildings. Otherwise, you can select the appropriate prescriptive enhancements nts from section 2.2.1.5.9. Also, the deck must be secured per the requirements in Data Sheet 1-29. Fora stee'I deck. see sedion 2.2.1.5.6 For installation imstructions, see section 22A3.2. Perimeter Flashin NOVI that you have selected enhancements for the corners and perimeters. lrou must select an FM Approved perimeet r flashings that meets a Gass X rating, Where ?Cis the Wind uplift rating for your roof. For more i sforrrration. see FM Global Property Loss Prevention Data Sheet 1-411. You can find FM Approved perimeter fiashiings in RoctNay. To do so. dick Products. On the Product Semch page. select Other farthe Category and Perimeter Flashing for the Subcategory. Specify any other criteria as needed and then crick Search. 2005-2616 FM Amoy5 Lie. All rim reserved. Pap 7 cif? 15 Boeing Bldg. 13-03 Section "B" Prepared By: Troy Gamba Roof Consultant/SME Boeing OpEx And In Conjunction With Duro-Last Duro-Last Roof Assembly Description • Duro-Last® PVC thermoplastic membrane Membrane Thickness: 60 mil Color: Gray Attachment: Adhered with Duro-Last SB -II solvent -based adhesive • DensDeck® Prime Roof Board Thickness: 1/2 inch Attachment: Attached with Duro-Grip® OlyBond insulation adhesive • Duro-Guard® ISO II -Flat And Crickets (3" Min -Two Layers) Attachment: Attached with Duro-Grip® OlyBond insulation adhesive • Structural Concrete (poured in place) Sloped Roof deck • Steel Roof Deck 16 PART 1 GENERAL 1.1 SECTION INCLUDES A. Duro-Last® PVC thermoplastic membrane adhered with solvent -based adhesive. B. DensDeck® Prime Roof Board, attached with Duro-Grip® OlyBond insulation adhesive. C. Duro-Guard® ISO II (flat), attached with Duro-Grip® OlyBond insulation adhesive. D. Prefabricated flashings, corners, parapets, stacks, vents, and related details. E. Fasteners, adhesives, and other accessories required for a complete roofing installation. F. Traffic Protection. 1.2 REFERENCES A. NRCA - The NRCA Roofing and Waterproofing Manual. B. ASCE 7-10 - Minimum Design Loads For Buildings And Other Structures. C. UL - Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. E. ASTM D 751 - Standard Test Methods for Coated Fabrics. F. ASTM D 4434 - Standard Specification for Poly (Vinyl Chloride) Sheet Roofing. G. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.3 SYSTEM DESCRIPTION A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. C. Physical Properties: 1. Roof product must meet the requirements of Type III PVC sheet roofing as defined by ASTM D 4434 and must meet or exceed the following physical properties. 2. Thickness: 60 mil, nominal, in accordance with ASTM D 751. 3. Thickness Over Scrim: >_ 28 mil in accordance with ASTM D 751. 4. Breaking Strengths: >_ 390 Ibf. (MD) and >_ 438 Ibf. (XMD) in accordance with ASTM D 751, Grab Method. 5. Elongation at Break: >_ 31% (MD) and 31% (XMD) in accordance with ASTM D 751, Grab Method. 6. Heat Aging in accordance with ASTM D 3045: 176 °F for 56 days. No sign of cracking, chipping or crazing. (In accordance with ASTM D 4434). 7. Factory Seam Strength: >_ 431 Ibf. in accordance with ASTM D 751, Grab Method. 8. Tearing Strength: >_ 132 Ibf. (MD) and >— 163 Ibf. (XMD) in accordance with ASTM D 751, Procedure B. 9. Low Temperature Bend (Flexibility): Pass at -40 °F in accordance with ASTM D 2136. 10. Accelerated Weathering: No cracking, checking, crazing, erosion or chalking after 18 5,000 hours in accordance with ASTM G 154. 11. Linear Dimensional Change: < 0.5% in accordance with ASTM D 1204 at 176 ± 2 °F for 6 hours. 12. Water Absorption: < 2.6% in accordance with ASTM D 570 at 158 °F for 166 hours. 13. Static Puncture Resistance: >_ 56 lbs. in accordance with ASTM D 5602. 14. Dynamic Puncture Resistance: _> 14.7 ft-Ibf. in accordance with ASTM D 5635. D. Cool Roof Rating Council (CRRC): 1. Membrane must be listed on CRRC website. a. Initial Solar Reflectance: >_ 47% b. Initial Thermal Emittance: >_ 89% c. Initial Solar Reflective Index (SRI): >_ 54 d. 3 -Year Aged Solar Reflectance: >_ 40% e. 3 -Year Aged Thermal Emittance: >_ 89% f. 3 -Year Aged Solar Reflective Index (SRI): >_ 45 E. Insulation 1. Provide overall thermal resistance for roofing system as follows: a. Minimum Thickness: 3 inch. 2. Install using a minimum of two layers. 3. Configuration as indicated on the Drawings. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Duro-Last data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. C. Shop Drawings: Indicate insulation pattern, overall membrane layout, field seam locations, joint or termination detail conditions, and location of fasteners. D. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. 1. 4 inch by 6 inch sample of roofing membrane, of color specified. 2. 4 inch by 6 inch sample of walkway pad. 3. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 4. Each fastener type to be used for installing membrane, insulation/recover board, termination bar and edge details. E. Installer Certification: Certification from the roofing system manufacturer that Installer is approved, authorized, or licensed by manufacturer to install roofing system. F. Manufacturer's warranties. 19 1.5 QUALITY ASSURANCE A. Perform work in accordance with manufacturer's installation instructions. B. Manufacturer Qualifications: A manufacturer specializing in the production of PVC membranes systems and utilizing a Quality Control Manual during the production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories. C. Installer Qualifications: Company specializing in installation of roofing systems similar to those specified in this project and approved by the roofing system manufacturer. D. Source Limitations: Obtain components for membrane roofing system from roofing membrane manufacturer. E. There shall be no deviations from the roof membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer. 1.6 REGULATORY REQUIREMENTS The specifier or roofing applicator shall submit evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the following test organizations. These requirements are minimum standards and no roofing work shall commence without written documentation of the system's compliance, as required in the "Submittals" section of this specification. A. System must be designed to meeta minimum wind design requirements for the local jurisdiction utilizing of the most recent version of ASCE 7-10. B. System will be Factory Mutual Research Corporation - Norwood, MA (FM -Global) approved to meet the minimum wind up lift and fire requirements for the local jurisdiction as indicated in an approved ROOFNAV assembly. i. Class 1-90 (minimum) See ROOFNAV#353928-0-0 FM -1-90 C. Underwriters Laboratories, Inc. - Northbrook, IL i. Class A assembly 1.7 PRE -INSTALLATION MEETING A. Convene meeting not Tess than one week before starting work of this section. B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing installer, roofing system manufacturer's representative, deck installer, and installers whose work interfaces with or affects roofing including installers of roof accessories and roof -mounted equipment. 2. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. 3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 4. Review structural loading limitations of roof deck during and after roofing. 5. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 6. Review governing regulations and requirements for insurance and certificates if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation. 20 1.8 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. E. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.9 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for two (2) years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's Warranty: Must be no -dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then -current material and labor prices throughout the life of the warranty. In addition the warranty must meet the following criteria: 1. Warranty Period: Twenty (20) years from date issued by the manufacturer. 2. No exclusion for damage caused by ponding water. 3. No exclusion for damage caused by biological growth. 4. Issued direct from and serviced by the roof membrane manufacturer. 5. Transferable for the full term of the warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. Manufacturer: Duro-Last Roofing, Inc., which is located at: 525 Morley Drive, Saginaw, MI 48601. Telephone: 800-248-0280. B. All roofing system components to be provided or approved by Duro-Last Roofing, Inc. C. Substitutions: Not permitted. 2.2 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: Duro-Last® PVC thermoplastic membrane conforming to ASTM D 4434, type III, fabric -reinforced, PVC, NSF/ANSI 347 Gold or Platinum Certification, and a product - specific third -party verified Environmental Product Declaration. Membrane properties as follows: 1. Thickness: a. 60 mil, nominal. 2. Exposed Face Color: a. Gray. 3. Minimum recycle content 7% post-industrial and 0% post -consumer. 4. Recycled at end of life into resilient flooring or concrete expansion joints. 21 B. Accessory Materials: Provide accessory materials supplied by. or approved for use by Duro- Last Roofing, Inc. 1. Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing. 2. Duro-Last Factory Prefabricated Flashings: manufactured using Manufacturer's standard reinforced PVC membrane. a. Stack Flashings. b. Curb Flashings. c. Inside and Outside Corners. d. Drain Boots, Composite Drain Rings (CDR) and Dome Strainers. e. Vinyl Coated Metal Scupper Inserts. 3. Sealants and Adhesives: Compatible with roofing system and supplied by Duro-Last Roofing, Inc. a. Duro-Grip® OlyBond® Insulation Adhesive. b. Duro-Caulk® Plus. c. Strip Mastic. 4. Termination and Edge Details: Supplied by Duro-Last Roofing, Inc. a. Termination Bar. 5. Vinyl Coated Metal: Supplied by Duro-Last Roofing, Inc. 24 gauge, hot -dipped galvanized, grade 90 metal with a minimum of 17 mil of Duro-Last membrane laminated to one side. 6. Two -Way Roof Vents: Supplied by Duro-Last Roofing, Inc. Install a minimum of 1 vent for each 1,000 ft2 (93 m2) of roof area. C. Walkways: 1. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Duro-Last Roof Trak® III Walkway Pad. 2.3 ROOF INSULATION A. General: 1. Provide preformed roof insulation boards that comply with requirements and referenced standards, as selected from manufacturer's standard sizes. 2. Provide preformed saddles, crickets, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. B. Polyisocyanurate Board Insulation: Complying with ASTM C 1289, Type II, felt or glass -fiber mat facer on both major surfaces. Material as supplied by Duro-Last. 1. Duro-Guard® ISO II (flat) boards (4'x4'x1.5") 2..._Dur_o_Guard® ISO II(flat)boards_(4'x4'x1_5" )_ NOTE: Total polyiso insulation thickness to be 3" 2.4 ROOF INSULATION ACCESSORIES A. General: Provide roof insulation accessories approved by the roof membrane manufacturer and as recommended by insulation manufacturer for the intended use. B. Crickets: 1. Polyisocyanurate Board Insulation: Complying with ASTM C 1289, Type II, felt or glass - 22 fiber mat facer on both major surfaces. Material as supplied by Duro-Last. a. Duro-Guard® ISO II Pre -Cut Crickets (Size TBD) C. Insulation Cover Board: 1. Glass -mat -faced, water-resistant gypsum substrate conforming to ASTM C 1177/C 1177M, DensDeck® Roof Board as manufactured by Georgia-Pacific Corporation. a. 1/2 inch thick. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of standing water, ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.3 INSTALLATION All insulation boards to be install per manufacturer's recommendations and in accordance with roofing system manufacturer requirements. A. Insulation: Duro-Guard® ISO II (flat). 1. Install insulation in accordance with the roof manufacturer's requirements. 2. Insulation shall be adequately supported to sustain normal foot traffic without damage. 3. Where field trimmed, insulation shall be fitted tightly around roof protrusions with no gaps greater than'/ inch. 4. No more insulation shall be applied than can be covered with the roof membrane by the end of the day or the onset of inclement weather. B. Install "two" layers of Duro-Guard® ISO II (flat) 4'x4'x1.5" boards. All joints between subsequent layers shall be offset by at least 6 inches. C. Insulation Cover Board: DensDeck® Roof Board. D. Roof Membrane: 60 mil, Duro-Last® PVC thermoplastic membrane. 1. Use only membrane adhesive acceptable to the roof manufacturer's that meets the applicable design requirements. a. Solvent -based membrane adhesive. 23 2. Cut membrane to fit neatly around all penetrations and roof projections. 3. Unroll roofing membrane and positioned with a minimum 6 inch overlap. 4. Apply adhesive in accordance with the roof manufacturer's requirements. a. Apply at the required rate in smooth, even coatings without voids, globs, puddles or similar irregularities. Use care not to contaminate the area of the membrane where hot air welding will occur. 5. Apply adhesive to both the substrate and the bottom side of roof membrane. 6. Follow guidelines outlined in the adhesive's Product Data Sheet. 7. Read the adhesive's Material Safety Data Sheet (MSDS) prior to using the adhesive. E. Seaming: 1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each work day. F. Membrane Termination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. 2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. G. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main roof sheet beyond the mechanical securement. d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (e.g. where the parapet meets the roof deck). 1. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane as indicated on the Drawings and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration. Pipe Clusters and Unusual Shapes: a. Clusters of pipes or other penetrations which cannot be sealed with prefabricated membrane flashings shall be sealed by surrounding them with a prefabricated vinyl - coated metal pitch pan and sealant supplied by the membrane manufacturer. b. Vinyl -coated metal pitch pans shall be installed, flashed and filled with sealant in accordance with the membrane manufacturer's requirements. c. Pitch pans shall not be used where prefabricated or field fabricated flashings are possible. 24 H. Roof Drains: 1. Coordinate installation of roof drains and vents specified in Section 15146 - Plumbing Specialties. 2. Remove existing flashing and asphalt at existing drains in preparation for sealant and membrane. 3. Provide a smooth clean surface on the mating surface between the clamping ring and the drain base. I. Edge Details: 1. Provide edge details as indicated on the Drawings. Install in accordance with the membrane manufacturer's requirements. 2. Join individual sections in accordance with the membrane manufacturer's requirements. 3. Coordinate installation of metal flashing and counter flashing specified in Section 07620. 4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies specified in Section 07710. J. Walkways: 1. Install walkways in accordance with the membrane manufacturer's requirements. 2. Provide walkways where indicated on the Drawings. 3. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 4. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. K. Water cut-offs: 1. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. 2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. 3. Remove water cut-offs prior to the resumption of work. 4. The integrity of the water cut-off is the sole responsibility of the roofing contractor. 5. Any membrane contaminated by the cut-off material shall be cleaned or removed. 3.4 FIELD QUALITY CONTROL A. The membrane manufacturer's representative shall provide a comprehensive final inspection after completion of the roof system. All application errors shall be addressed and final punch list completed. 3.5 PROTECTION A. Protect installed roofing products from construction operations until completion of project. B. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane. C. Repair or replace damaged products after work is completed. END OF SECTION 25 ROOF DRAWINGS BUILDING IDENTIFICATION SHEET . . --. AGENCY/ INST. NO_ DATE : 07/28/05 AGENCY I INST. : Boeing (Tukwila) _ BUILDING NAME BUILDING NUMBER ; 13-03 DESIGN CATEGORY CODE .: 00000 TYPE CONSTRUCTION :Peffnanent FACILITY NUMBER : 13-03 LOCATION : Developmentol Center (Tukwila) USE : YEAR BUILT : Unknown ROOF SECTIONS : A G M SF s_... Y SF ___15,833 _SF _ __SF _ _ ___sr 13 197(1 H N I SF 2 SF __SF __SF _ __SF _ _ -- C SF I 0 U SF _ _ _ sr _ _ _SF _ _ __SF 0 J P V___ SF _._SF _ __SF __ _SF __ __SF E SF K SF 0 1N SF _SF __ __SF F. __ _SF. _ L _ ___SF R ___ _ _SF X ____ SF__ SF _ REMARKS ' • ri .p., • 9 ,:,_. • 34 ,.: 1 I 1 1 1 1 sr — -- - 11 4 1 1 • / / \ . 1 1 1 1 11 1 1 i i 1 - - - - -- - --- - -- - - - ---• ... ;-- i ! ...._ ..... .. _.. . .._ .__. ._ ...... . ..... ___ ..._. _ ..... _ _. .... _ .. _, • , NMI 26 ROOF DRAWINGS ROOF' INSPECTION VTORKSHEET AGENCY/INST.! BOEING (Developmental Center) ELUDING 13-03 SECTION B PER. FLASHI\:G 237 LF DATE D7/28/05 CURB FLASHING 294 LF NAME DSM IF— ME 4U 3I4t4Z—A PP= PITCH P & CS- EgFEETtif CCe&G B.— EASE FL—CWiTED NET OR— Exu453 Os SCUPPERS SCC- SURFACE CM CM - or& t;rA tLAS11Ivu 5P— SFLITS WE, WEUERAAIE DETER Ek— EIIEEDDED EEICE METEL RC— RIDGES SS.— SYSTEM SEEUREYEKr DEF FR— FIATIED PETRATIONS HL- HOLES 45— 4E4 R»JE SWFPtim CSF PA- PATCI- P} CT'— MDR': VI'e ED, IWPRc E ' EQW E4J PDRT SPM Single Ply Ileuihrene I n D 1 s El D Q E T Y Ir, . I LI ■ r— 3 4 KIRIN 27 Site Map Washington — Developmental Center cI From NortAea 6oetng eki 430 D From Scum Pack Virsiderftl Fawn Renton * Employee gates Vendor trues gates (9_4 pec Fence fines . Walking traits D BoeiN Froaefty I Germal pa'zng Rimed parking C:Bus strop 1i la Gaff+telsa in the budding R toad 11440-2615 5 FROM Kent and Auburn Milt From Seattle TacomaInternational Akport 29 1111111111111.111M11111111111111 ee rrfttd:sk56Tde! Bee'6 eerrrsy. A.Bablis rmaV d. Section "B" Dimensions & Crickets 28 '`‘c+ SDK „a. • 02 Q) o 0_ E --- :..- 0C) a.'•o • c a> > C —00 Q. c ci Q..> o 0) -ID to 0 Z 4:3) gis : C 1.D (.0 w crCt to 5.7 77-- 3;z3 r c -› co td cc E 0 bi 0 Z, 6 t 5 1:4 TIFICATION SHEET c-3 LL 1 0 LJ *FA r4;i 1...L LT_ 1/5 (n. La— Le) C4 ILO FILE COPY Permit No. MVO Plan review approval is subject to ppm ot construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cc!tid conditions is acknowledged: ‘c_, By, Date: /7--- 2.0 0 0 ciptot Tukwila "•41141:"="1411C BUILDING DIVISIO 1:1 c, I rF----- JI 11 r REVIEWED FR CODE COE1JPNCE APPRO -D I I Fe71-3 A2 City of Tukwila BUILDING DIVISION 'SEPARATE PEFNIT [' REQUiRED FOR: ef,lochanical 'Electrical 'Plumbing BiGas Piping Oily of Tukwila UI,...rttr, DIVISION RECEIVED CITY OF TU KWILA DEC Ch1 G: 2011 PERMITTER r bkl% 0329 LL Li 0 17'71 0111a LL tE5 (:21 LL.1 V' > e•C Pr) REVIEWED FO CODE COMPLIAN APPROVED DEC 1 3 2017 City of Tukwila BUILDING DIVISI 1 E N RECEI ED CITY OF T KWILA DEC D72.011 PERMIT NTER Section "B" Dimensions & Crickets 98'41' 1____ • _, ----- C tf KTI ace1 ,"lx, SEE MECHANICAL X10 X13 i RD I. 516 orarr LJi id I CRUET A1 -HJ., :E,EE MECHANICAL f1 CRIME ;inr� _.err AuesskR0 SIfI1 qo12. Dimension around units IAF WALIJNC SU MATS f .I JAIL :'04 TYP S. d 10' cfaMET - - 7-27N 1CIL 1, SEEI . O t3 CACKET t i 1 i - —4 y 00 N REVIEWED FOR CODE COMPLIANC APPROVED DEC 13 2017 E City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 47 2017 PERMIT CENTER - OD C Orr I fa c c LU LC) ONI (113 (n) rn N REVIEWED FOR CODE COMPLIANCE APPROVED DEC 13 2017 City of Tukwila BUILDING DIVISION ECEIVED OF TUKWILA rc 07 2017 RMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 3 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC a7 2011 PERMIT CENTER 9/5/2018 City of Tukwila Department of Community Development KEVIN RAMBALDINI PO BOX 3707 M/S 12 -AP SEATTLE, WA 98124 RE: Permit No. D17-0328 BOEING #13-03 - REROOF 10002 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/17/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/17/2018, 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, Bill Rambo Permit Technician File No: D17-0328 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0328 DATE: 12/07/17 PROJECT NAME: BOEING #13-03 - REROOF SITE ADDRESS: 10002 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: NIding Q� Division Public Works ❑ Nps (1 Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 12/12/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/09/18 Approved Corrections Required n Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 SR BUILDING SERVICES LLC Home Espanol Contact Safety & Health Claims & Insurance k Washington State Department of Labor & industries Search L&I Page 1 of 2 A -Z lndex Help My L&] Workplace Rights Trades & Licensing SR BUILDING SERVICES LLC Owner or tradesperson Principals Gardner, Joseph Timothy, MANAGER Newton, Ron, MANAGER Wa. Corporate Services Inc, AGENT Doing business as SR BUILDING SERVICES LLC WA UBI No. 603 304 769 8523 216th St SE WOODINVILLE, WA 98072 503-260-5252 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SRBUIBS873L1 Effective — expiration 06/21/2013 06/25/2019 Bond Western Surety Co Bond account no. 58729019 $12,000.00 Received by L&I Effective date 06/03/2016 06/20/2016 Expiration date Until Canceled Bond history Insurance National Fire Ins of Hartford $1,000,000.00 Policy no. 5092135452 Received by L&I Effective date 04/28/2017 05/01/2015 Expiration date 05/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603304769&LIC=SRBUIBS873L 1 &SAW= 12/14/2017