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HomeMy WebLinkAboutPermit D18-0208 - CBRE - REROOFCBRE 1017 ANDOVER PARK E BLDG A EXPIRED 07/08/2019 D18-0208 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049019 Permit Number: 1017 ANDOVER PARK E BLDG A Project Name: CBRE Issue Date: Permit Expires On: D18-0208 8/8/2018 2/4/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: M3 PROPERTIES LLC 901 POWELL AVE SW #101 C/0 JSH PROPERTIES INC, RENTON, WA, 98057 RYAN KAMINSKI 8523 216 ST SE , WOODINVILLE, WA, 98072 SR BUILDING SERVICES LLC 8523 216 ST SE , WOODINVILLE, WA, 98072 SRBUIBS873L1 TED HARMS 20415 72 AVE S - SUITE 210 , KENT, WA, 98032 Phone: Phone: (503) 260-5252 Expiration Date: 6/25/2019 DESCRIPTION OF WORK: TEAR OFF/RE-ROOF Project Valuation: $491,445.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $8,520.14 Occupancy per IBC: S-1 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: 0 Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature:j)A1) Date: 9-- �' U 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 perm' nd agree to e conditions attached to this permit. Signature: jT Print Na : :� /IP ? Date: Varnig This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: Application of roof coverings with the use of an open -flame device or use of a propane fueled asphalt kettle requires a separate permit from the Tukwila Fire Marshals Office located at 6300 Southcenter BI Suite 209 Tukwila, WA 98188. Telephone (206) 575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A20-B:C rating and a charged, minimum diameter 5/8 diameter water line(hose) on the roof being covered or repaired. (IFC 105.6.24, 3504.2.5, 3504.2.6) 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0103 PRE-REROOF CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://wwvv.TukwilaWA.gov Building Permit No. bt s-- C 2 8 Project No. Date Application Accepted: 7-- l) ---t 8 Date Application Expires: `-1�—�{,9 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 1017 Andover Park E Tenant Name: CBRE Suite Number: n/a PROPERTY OWNER Name: Ted Harms Address: 20415 72nd Ave South Suite 210 City: Kent State: Wa Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Ryan Kaminski Address: 8523 216th St SE City: Woodinville State: Wa Zip: 98072 Phone: 4252190701 Fax: Email: ryank@srbldgservices.com GENERAL CONTRACTOR INFORMATION Company Name: SR Building Services Address: 8523 216th St SE City: Woodinville State: Wa Zip: 98072 Phone: 4255587770 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Bus - o l SS 2 o H:Vapplications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-I1.docx Revised: August 2011 bh Floor: roof New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: �i Ho, 045 Company Name: i s.,72nd Ave, 3 SU jQ G 1/ L City: 1(ein 1 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: �i Ho, 045 Company Name: i s.,72nd Ave, 3 SU jQ G 1/ L City: 1(ein 1 Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �i Ho, 045 Address:.(U i s.,72nd Ave, 3 SU jQ G 1/ L City: 1(ein 1 State: a\ Zip: /l ?az_ Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 491445 Describe the scope of work (please provide detailed information): Tear off/Re-Roof Will there be new rack storage? ❑ Yes Existing Building Valuation: $ .. 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): 38600 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: 10 Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I 1.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 l St 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): 38600 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: 10 Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I 1.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. Print Name: Ryan Kaminski NT: Mailing Address: 8523 216th St SE Date: 7/11/2018 Day Telephone: 4252190701 Woodinville Wa 98072 City H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh State Zip Page 4 of 4 1. PUBISIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with 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 ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: ❑ ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY I PAID $5,212.49 D18-0208 Address: 1017 ANDOVER PARK E BLDG A Apn: 2623049019 $5,212.49 DEVELOPMENT $4,965.47 PERMIT FEE R000.322.100.00.00 0.00 $4,940.47 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $247.02 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15118 R000.322.900.04.00 0.00 $247.02 $5,212.49 Date Paid: Wednesday, August 08, 2018 Paid By: SR BUILDING SERVICES LLC Pay Method: CHECK 1034 Printed: Wednesday, August 08, 2018 1:35 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT 1 QUANTITY I PAID $3,307.65 D18-0208 Address: 1017 ANDOVER PARK E BLDG A Apn 2623049019 $3,307.65 Credit Card Fee $96.34 Credit Card Fee R000.369.908.00.00 0.00 $96.34 DEVELOPMENT $3,211.31 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14921 R000.345.830.00.00 0.00 $3,211.31 $3,307.65 Date Paid: Thursday, July 12, 2018 Paid By: KILEE O'CONNOR Pay Method: CREDIT CARD 026661 Printed: Thursday, July 12, 2018 9:56 AM 1 of 1 SYSTEMS v C� CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/12/2018 09:54:25 AM CREDIT CARD SALE VISA CARD NUMBER: **********8404 K TRAN AMOUNT: $3,307.65 APPROVAL CD: 026661 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 7/12/2018 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 vie once Project:Type c later of Inspection: Ai/4.4z sv Addressss: � ^ `_ &V Date Called: Special Instruction �` nn na, �cx� g /, - /'r D� Wanted: /- 919 s p.m. Requester: Phone No: Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: Sapitttiz G4a,t. PAJ5'7�• TJ -A3 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. �Machanical 121 EIc • ;cal C<P;PlUmbing Ccs Piping City of 'Tukwila BL?c,„ ,, , ION CREEV 6WED F APPROVED FOR COVED JUL 31 2018 BV I City T his- 0208 WILA JUL 12 2018 PERMIT CENTER 1 .SR Building Services, LLC Roofing • Waterproofing SSR InSite Andover Park E Roof Replacement 7/11/2018 Permit Application To whom it may concern, Beginning 7/16/2018 SR Building Services will begin the roof replacement at above mentioned site location. Existing torch applied roofing of approx. 38,600 SF will be torn off down to the wood substrate, and replaced with 2 layers of Polyiso Insulation, 1 layer of gypsum board and single ply white PVC Membrane. Sincerely, Ryan Kaminski RECEIVED CITY OF TUKWILA JUL 12 2018 PERMIT CENTER SR Building Services, LLC • 8523 216th St SE Woodinville, WA 98072 • SRBUIBS873L1 • (425) 558-7770 • srbldgservices.com t z C cn w CC Tv a= Q v: o v (J.— = --- N O CP -. f,8OQrd) O •i 3 a, • 0_ > c As D c°s O m n O 0-'6 _0 �- -c3 r-• 0yrti — Ti 0 C• '~ 0 U ▪ oLU Z� r1 WESTCOAST ROOF CONSULTING FILE COPY Permit No.—D4 C # INSULATED PVC SINGLE PLY ROOF REPLACEMENT SPEe 1IL (J rcval i3 sub;oct to errors and omission Approval of constructon documents dons not authorize the violation of any adopted cedo or ordinance. Receipt PROJECT: of approved Field C ,y and conditi s ac ;,o _dgod: By: Date: 6, 48/20M ANDOVER EAST BUSINESS PARK - BUILDING A 1071 - 1083 ANDOVER PARK EAST City of T uVvila TUKWILA, WA BUILDING CIVISION PREPARED FOR: CBRE 20415 72ND AVENUE SOUTH, SUI KENT, WA 98032 PREPARED BY: REVIEWED FOR CODE COMPLIANCE APPROVED aioJUL 31 2018 City of Tukwila BUILDING DIVISION WESTCOAST ROOF CONSULTING 245 FISCHER AVENUE, SUITE B3 COSTA MESA, CA 92626 FEBRUARY - 2018 RECEIVED CITY OF TUKWILA JUL 12 2018 PERMIT CENTER CBRE Kent, WA SPECIFICATION DIRECTORY PVC Roof Replacement Specification Andover Park East - Building A SECTION 00100 - GENERAL CONDITIONS: PAGES 3 - 5 SECTION 00200 - SCOPE OF WORK: PAGES 6 - 8 SECTION 00300 - BIDDING INSTRUCTIONS: PAGES 9 -10 SECTION 00400 - BID PROPOSAL: PAGES 11-13 SECTION 00500 - STATEMENT OF COORDINATION: PAGES 14 SECTION 00600 - INSURANCE REQUIREMENTS: PAGE 15 -16 SECTION 00700 - COORDINATION AND SCHEDULING: PAGE 17 SECTION 06100 - ROUGH CARPENTRY: SECTION 07550 - PVC SINGLE -PLY ROOFING: SECTION 07600 - FLASHING & SHEET METAL: ROOF PLAN: Westcoast Roof Consuitirg Page -2 PAGES 18-23 PAGES 24 - 39 PAGES 4o-46 2 CBRE Kent, WA SECTION ooioo - GENERAL CONDITONS 1.0 General Conditions & Definitions 1.1 The Contract PVC Roof Replacement Specification Andover Park East - Building A The Contract documents consist of all Owner — Contractor Agreements, including but not limited to the General Conditions, Drawings, Specifications, and all Addenda issued prior to and all Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order signed by all parties, (3) a written interpretation issued by the Consultant pursuant to the original specification, or (4) a written order for a minor change in the Work issued by the Consultant pursuant to the original specification. The contract documents form the Contract for construction. This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification as defined in the paragraph above. The Contract documents shall not be construed to create any Contractual relationship of any kind between the Consultant and the Contractor, but the Consultant shall be entitled to performance of obligation intended for his benefit, and to enforcement thereof. Nothing contained in the Contract documents shall create any Contractual relationship between the Owner or the Consultant and any subcontractor. 1.2 The Work of this Contract The Work comprises the completed construction required by the contract documents and includes all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction. 1.3 The Project The Project is the total construction of which the Work performed under the Contract documents may be the whole or a part. 1.4 The Consultant The Consultant shall be defined as "Westcoast Roof Consulting" and is the entity named within the Contract documents as the Consultant. The Consultant shall provide administration of the Contract and on-site observations during roof installation. Wcstcoast Roof Consulting Page -3 CBRE Kent, WA 1.5 The Owner PVC Roof Replacement Specification Andover Park East - Building A The Owner is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized representative excluding the Consultant. 1.6 The Contractor The Contractor (successful bidder) is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the contract documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative. 1.7 Subcontractor A Subcontractor is any person or entity not employed by the Contractor but hired separately by the Contractor to perforin work on the Project. 2.0 Taxes The Contractor shall include in his proposal, pay and indemnify Owner against liability for all applicable Federal, State and Local taxes of whatever character description, including all Sales and Use Taxes relating to tangible personal property, title to which is transferred to Owner as personality or as part of real estate. 3.o Removal of Unfit Material The Contractor shall, upon notification by the Consultant, immediately remove and replace, to the satisfaction of the Consultant and Owner, all materials and work of unsound or unfit character. The expense of removing, reconstruction, replacing, or refinishing unsound or unfit materials and work, the cost of making good other work affected thereby and the cost of delays resulting therefore shall be borne by the Contractor and no extension of time will be allowed for such correcting of faulty material or work. 4.0 Owner/Management A. The Owner/Management reserves the right to accept other than the lowest Quotation and to accept or reject any Quotation in whole or in part, or to reject all Quotations with or without notice or reasons, and if no Quotation is accepted, to abandon the work or to have the work performed in such other manner as Owner/Management may elect. Westcoast Roof Consulting Page -4 CB RE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A B. AH Quotations are considered privileged information, The Owner/ Management will open all bids in private. End of Section Westcoast Roof Consulting Page -5 CBRE Kent, WA SECTION 00200 - SCOPE OF WORK 1.0 SCOPE OF WORK PVC Roof Replacement Specification Andover Park East - Building A The Scope of Work for the roof replacement is to include: removal of the existing roof system(s) and flashings down to the structural deck, mechanically attaching through the existing wood deck a two (2) layer insulation system meeting the State of Washington "Energy Code" requirements, followed by a single layer of 1/4" Securock Glass -Mat roof board, and installation of a mechanically attached, 60 mil, white PVC reinforced roof membrane to meet all necessary wind uplift requirements for the geographic location of the project, complete with all necessary flashings, PVC clad metal, and all other incidental and accessory items to comprise a completed roofing assembly. 2.o SITE VERIFICATION Prior to submitting a bid for the roof replacement, the bidding Contractor and all Sub -Contractors are to visit the building(s) to verify dimensions, locations for loading and unloading of materials, the structure and all necessary logistics for successful completion of the roof replacement. Work under the Contract is to be completed in timely and professional manner with as little inconvenience to the tenant(s) as possible. The Bid for the project is to include all work necessary for completion. The specification and details are not represented or guaranteed in any way as as -built conditions. Verification of all dimensions is the responsibility of the bidding Contractor. 3.o DESCRIPTION OF WORK 3.1 The Scope of Work is to include installation of the specified roof system per the requirements of the manufacturer for a twenty (20) year "system" type guarantee. Correction of any failure to install the system in this manner is the responsibility of the Contractor at no additional cost to the Owner/Management. ROOF SYSTEM DESCRIPTION The new roof system is to consist of one layer of 6o mil reinforced PVC single ply membrane mechanically attached over a layer of 1/4" Securock and a two (2) layer State of Washington "Energy Code" compliant insulation system, also mechanically attached into the plywood substrate. 3.2 BASE/WALL FLASHING SYSTEM The base/wall flashing system is to consist of PVC single ply flashing membrane set in adhesive over the vertical substrate. Westcoast Roof Consulting Page -6 CBRE Kent, WA 3.3 FALL PROTECTION PVC Roof Replacement Specification Andover Park East - Building A The scope includes a cost for installation of minimum 18" Guardian Fall Protection anchors per the requirements of Guardian up slope from all drain and scupper locations. 3.4 RAISING MECHANICAL EQUIPMENT 4.0 All mechanical equipment must be raised to a minimum height of 8" above the finished roof surface. ALTERNATES Alternates to the specified roof system, whether mandatory or voluntary are to be presented at time of bid and are to include all necessary information on system type, installation procedures, guarantees and costs. If an alternate system is selected, all requirements of the specification remain intact for the alternate system installation. 5.o UNIT COSTS Unit Costs are listed separate from the Base Bid requirements and costs. Unit Costs are to be utilized during the course of construction on an "as needed" basis for items such as plywood replacement, drain installation, etc. Approval for these items should be in writing directly from the Owner/Management or Consultant. Unit Costs are as follows: 1. Provide a lump sum price to provide the Owner with a twenty (2o) Year Manufacturers "System" Guarantee covering labor and materials. 2. Decking to match the existing (minimum 1/2" five {5} ply, structurally rated plywood) installed per the requirements of the city. To be listed as price per 4' x 8' sheet. 3. Tapered insulation at 1" in depth set in the specified adhesive. To be listed as a price per square foot. 4. Cast iron compression ring type internal drain, similar to J. R. Smith 1oioY installed. To be listed as per unit price. 5. Cast iron drain line to match or exceed the existing. To be listed as price per lineal foot. 6. Provide a "Lump Sum" total price to install 5" single direction steel security grills under the skylights as a part of the skylight replacement. Westcoast Roof Consulting Page -7 CBRE Kent, WA 7. PVC Roof Replacement Specification Andover Park East - Building A Provide a "Lump Sum" total price to replace the existing skylight/smoke hatches with like kind (non- louvered) that meet or exceed all current code requirements. The skylight/smoke hatches shall be rated for fall protection, curb mounted (on wood curbs 8" above the completed roof) and shall be fastened with neoprene gasketed screws in all pre -drilled holes. All skylight/smoke hatches shall have fall protection screens and diamond - tapered insulation on the high side installed as part of the cost. Bristolite skylight/smoke hatch model is as follows: Bristolite Model #H48x96 SSHD-CM-i-FTH-IR-HW-MI-MF (Non -Louvered). 8. Provide a "Lump Sum" total cost to install minimum 18" Guardian Fall Protection anchors per the requirements of the manufacturer at all HVAC units noted as being 16' or closer to the roofs edge and up slope form all primary drain, overflow drain and scupper locations. End of Section N'estcoast Roof Consulting Page - 8 CBRE Kent, WA SECTION 00300 - BIDDING INSTRUCTIONS 1.1 Preparation of Bids PVC Roof Replacement Specification Andover Park East - Building A A. Bids shall be submitted on the Bid Form included in this Specification or an exact copy thereof. Original bids are to go to the Owner/Management, with a copy of the bid to Westcoast Roof Consulting. No FAX bids are allowed unless directed by the Owner/Management. B. Blank spaces must be typewritten or written in ink in both words and figures. Typewritten, stamped or printed signature without a handwritten signature will not be accepted. C. Bids must be submitted in sealed envelopes bearing on the outside, the name of the Bidder, his address and the project name and address. For Bidder's protection, mailed Bids should be sent by Registered Mail. 1.2 Receipt and Opening of Bids A. Bids are to be received at the time and date shown in the Pre -Bid Conference/Addenda #1. B. Bids received after the time specified will not be considered or accepted. Amendments to Bids will not be considered or accepted unless received prior to or at the same time as the Bid. C. Bids are to be good for sixty (6o) days from date of submission. 1.3 Examination of Drawings, Specification and Work Site A. Before submitting a Bid, each Bidder shall examine the drawings, read the specifications/Addenda and visit the building. Each Bidder is to be fully aware, prior to bidding, of all existing conditions and limitations under which the work is to be performed, and he shall include in his Bid the cost to cover all items necessary to perform the work as set forth. No allowance will be made to any Bidder because of lack knowledge. The submission of a Bid will be construed as conclusive evidence that the Bidder has made such examination. 1.4 Addendum and Interpretation A. No interpretation of the intent of the Bid Documents or Addenda will be made to the Bidder orally. Westcoast Roof Consulting Page -9 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A B. Request for intent or questions about the Bid Document should be in writing and must be received by the date listed in the Pre -Bid Conference/Addenda #1. C. The right is reserved by the Owner/Management to revise or amend the specifications or drawings, or both, prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by Addenda. 1.5 Time of Completion/Bonds A. Time is of the essence and Bidders are advised that the project must be completed within the schedule stipulated in the Pre -Bid Conference/ Addenda #1. B. No bonds are required for the work of the contract; however the Owner/Management reserves the right to request any/all bonds. 1.6 Award of Contract A. Award of Contract will be at the Owner's/Management's sole discretion. B. The Owner/Management may, when in its interest, reject any and all Bids or waive any informality in Bids received. 1.7 Code Compliance A. Bids must be in compliance with all local, state, and applicable codes. Contract price is to be based upon compliance with all codes. Contractor shall be responsible to obtain any and all permits required to perform this project and shall include the cost for all required permits in the Base Bid. End of Section Westcoast Roof Consulting Page - to CBRE Kent, WA SECTION 00400 — BID PROPOSAL PROJECT: CLIENT: CONSULTANT: CONTRACTOR: PVC Roof Replacement Specification Andover Park East - Building A WESTCOAST ROOF CONSULTING ANDOVER PARK EAST BUSINESS PARK 1071 - 1083 ANDOVER PARK EAST - BUILDING A TUKWILA, WA CBRE 20415 72ND AVENUE SOUTH, SUITE 210 KENT, WA 98032 ATTENTION: TED HARMS WESTCOAST ROOF CONSULTING 245 FISCHER AVENUE, SUITE B3 COSTA MESA, CA 92626 ATTENTION: MARK CURRY The undersigned, having become thoroughly familiar with the terms and conditions of the Specification and with local conditions/code requirements affecting the performance and cost of the work in the city where the work is to be completed and having inspected the site in all particulars, hereby proposes and agrees to completely perform the work within the time frame established, including furnishing any and all labor, material, services, equipment and all applicable taxes necessary to complete the work. Acknowledgement of Addenda: Addenda # Dated: Received: Addenda # Dated: Received: The Bidder declares that in preparing this bid he/she is assured available labor, materials, and products to meet the completion date. By signing this bid, the Bidder certifies that he does not or will not discriminate against his employees on the basis of sex, race, creed, color, national origin, or religion. By signing this bid, the Contractor certifies that this bid is in compliance with all local, state, and applicable codes. TVestcoast Roof Consulting Page -11 CBRE Kent, WA BASE BID — 1071 -1083 ANDOVER PARK EAST PVC Roof Replacement Specification Andover Park East - Building A BASE BID: Dollars $ SALES TAX Dollars $ TWENTY (20) YEAR "SYSTEM" GUARANTEE Dollars $ SALES TAX Dollars $ ALTERNATES If an alternate system is selected, all requirements of the specification remain intact for the alternate system installation. UNIT COSTS: 1. Decking and insulation to match existing (minimum 1/2" five {5} ply, structurally rated plywood), installed per the requirements of the city. Price per 4' x 8' sheet: $ TAX$ 2. Tapered insulation at 1" in depth mechanically attached. Price per square foot (at 1"): $ TAX$ 3. Cast iron compression ring type internal drain, similar to J. R. Smith 1oioY, installed. Price per unit: $ TAX$ 5. Cast iron drain line to match or exceed the existing, installed. Price per lineal foot: $ TAX$ 6. Provide a "lump Sum" total price to install 5" single direction steel security grills under the skylights as a part of the skylight replacement. Building A - Lump sum total: $ TAX$ Westcoast Roof Consulting Page -12 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A 7. Provide a "Lump Sum" total price to replace the existing skylight/smoke hatches with like kind (non- louvered) that meet or exceed all current code requirements. The skylight/smoke hatches shall be rated for fall protection, curb mounted (on wood curbs 8" above the completed roof) and shall be fastened with neoprene gasketed screws in all pre -drilled holes. All skylight/smoke hatches shall have fall protection screens and diamond -tapered insulation on the high side installed as part of the cost. Bristolite skylight/smoke hatch model is as follows: Bristolite Model #H48x96 SSHD-CM-i-FTH-IR-HW-MI-MF (Non -Louvered). Building A - Lump sum total: $ TAX$ 8. Provide a "Lump Sum" total price to install minimum 18" Guardian Fall Protection anchors per the requirements of the manufacturer at all HVAC units noted as being 16' or closer to the roofs edge and up slope form all primary drain, overflow drain and scupper locations. Building A - Lump sum total: $ TAX$ Number of working (crew) days for substantial completion of the Base Bid roof replacement process: Building A - working days. All bids are good for sixty (6o) days from submission. CONTRACTOR'S LICENSE: The Contractor warrants that by signing the Bid Proposal, he/she has all licenses necessary to perform the work of this Contract if awarded. Contractor: Seal if Corporation Signature: Printed Name: Title: Contractor's License Number: End of Section {Nestcoast Roof Consulting Page -1g CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A SECTION 00500 — STATEMENT OF COORDINATION By signing the Statement of Coordination, the Contractor warrants that he/she has reviewed the Specification, Addenda and the physical property to which the bid applies and does not take issue with the specified system. Subsequently, the Contractor acknowledges the obligation to identify below any code violations, errors, omissions, conflicts, improper use of materials or application procedures in the Specifications that could interfere with the lawful, timely completion, or increase the contract cost of the contract. With the exception of the items listed below, the Contractor is agreeing that he/she has no reservation about the materials, or application procedures for the specified roof system, penetration flashings, skylights, and is satisfied that the Scope of Work can be completed without significant delay or additional cost. Exceptions: Suggested Alternates: Contractor's Name: Contractor's Signature: End of Section Westeoast Roof Consulting Page -14 . CBRE Kent, WA SECTION 00600 — INSURANCE REQUIREMENTS 1.0 Contractors Insurance Requirements: PVC Roof Replacement Specification Andover Park East - Building A A. Contractor shall purchase & maintain insurance that will protect the Owner/Management and Consultant from claims resultant from contractor's operations during completion of the Scope of Work. The Insurance is required to protect the Owner/Management and Consultant from claims set forth by sub -contractors who directly or indirectly employs workers on the project. 1. Claims under workers' or workmen's compensation, injuries, disability benefit and other similar employee benefit acts; and 2. Claims for damages/compensation due to bodily injury, occupational sickness or disease, or death of employees; and 3. Claims for damages/compensation due to bodily injury, sickness, disease, or death of any person other than employees; and 4. Claims for damages/compensation, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting from, and consequential damages to Owners business; and 5. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle; and 6. Claims for damages, which are sustained (i) by any person as a result of a breach of duty directly or indirectly related to the employment of such person by the Contractor or the hiring of such Person by the Contractor, or (2) by any other person. B. The insurance required by Paragraph A above, shall be written for not less than limits of liability listed in this Specification, the contract, or as required by law, whichever is greater. 1. Certificates of Insurance shall be filed with the Owner/Management as a part of the contract process and prior to commencement of Work. These Certificates shall contain a provision that coverage afforded under the policies will not be canceled without at least thirty (30) days' prior written notice. Westcoast Roof Consulting Page -15 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A 2. The contractor shall supply a copy of evidence of insurance along with the bid. If awarded the project, the Contractor shall supply a current Certificate of Insurance naming the appropriate parties as additionally insured as well as the following: The Owner/Managernent will identify "Additionally Insured" parties to be included on the original certificate of insurance upon award of contract, including: CBRE The Building Owner Westcoast Roof Consulting Scope of Indemnification A. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner/Management, the Owner's partners, and all their respective trustees and beneficiaries, and all of their respective heirs, successors, assigns, and personal representatives, agents, employees and lenders, the Consultant and their agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees and costs, arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting from, and (2) is caused in whole or in part by any intentional or negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity, which would otherwise exist as to any party or person, described in this Paragraph. In any and all claims again the Owner/Management or the Consultant or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workman's compensation acts, disability benefit acts or other employee benefit acts. End of Section Westcoast Roof Consulting Page -16 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A SECTION 00700 — COORDINATION AND SCHEDULING 1.o Project Access A. Access for return visits to the properties shall be scheduled directly through Owner/Management's Representative. B. Means of ingress or egress, loading docks, etc., shall not be blocked for any reason without prior consent from the individual tenant and building Owner/Management. C. The Contractor must not block clear access for fire fighting equipment. D. Material and equipment storage areas are limited to those designated by the Owner/Management. The areas must be surveyed by the Contractor prior to material/equipment storage, damage or missing conditions must be documented with photographs and must be forwarded to the Owner/Management prior to start. E. Staging areas, delivery times, acceptable working hours, and designated crew parking shall all be outlined during the Pre -Bid Conference. 2.0 Scheduling 3.0 A. Prior to starting any roof removal, a Pre -Job Conference is required to document staging areas, site contacts, etc. B. The Awarded Contractor shall have one point of contact for this project. This person shall be available for weekly status meetings. C. All work under the Contract shall be scheduled by the Roofing Contractor directly with the Owner/Management; Sub -Contractors are not to contact the Owner/Management unless previously agreed to by the necessary parties. Site Conditions A. The details shown and the information provided are not represented or guaranteed by Owner/Management or Consultant as being accurate as to the actual "as built" and present conditions. Bidding Contractor shall verify all conditions at the site and perform all work to complete the project under this contract, regardless of the variations that may be found, without additional cost to Owner/Management. End of Section 4f'estcoast Roof Consulting Page - 17 CBRE Kent, WA SECTION o6ioo — ROUGH CARPENTRY PART I — GENERAL 1.1 DESCRIPTION PVC Roof Replacement Specification Andover Park East - Building A A. Furnish and install roof related carpentry work per the drawings and specifications, including all fasteners. B. Contractor is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Single Ply Roofing. 2. Flashing and Sheet Metal. 1.2 REFERENCE STANDARDS A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. American Plywood Association. 2. Standard Grading Rules of the Douglas Fir Association. 3. Published installation instructions from manufacturers of selected products. 4. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. 1.3 QUALITY ASSURANCE A. Installer: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 1.4 SUBMITTALS A. Complete material list of all items proposed to be furnished and installed under this section. Westcoast Roof Consulting Page -t8 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A B. Product data cut sheets and MSDS sheets for all fasteners, pressure treated lumber, and other required accessories. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Store all materials up, off of the roof or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Roof surfaces shall be protected from damage at all times. 1,6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all carpentry in a watertight condition without cost to the Owner/ Management for a period of five years after date of acceptance of roof. {4'estcoast Roof Consulting Page -19 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A PART II - PRODUCTS 2.1 Materials A. Nailers All nailers covered with the roof system and/or flashings shall be #2 or better, kiln -dried. 2. All exposed nailers shall be #2 or better, kiln -dried, and pressure treated. Wood shall be treated with salt or oxide based preservative. Wolmanized treatment is approved. Wood shall not be treated with asphaltic or creosote preservatives. 3. Size to be as indicated on the drawings. 4. Nailers shall extend 1/2" beyond metal flanges. B. Plywood 1. All plywood is to be CDX, minimum 1/2" (5 -ply), APA Rated Exterior, Structural. Only waterproof glue is acceptable. 2. Refer to drawings for plywood thickness at each detail. C. Fasteners 1. Masonry/Concrete Fasteners a. Corrosion -resistant Factory Mutual approved fastener with low profile head. Fasteners shall meet FM 4470. b. Fasteners shall be threaded or expansion type as required by site conditions. c. Fasteners shall be a minimum of 3/16" diameter with a 1" minimum embedment. d. Washers - Round, carbon steel, Federal Specification FF -2- 92. 2. Wood Fasteners a. 1-1/2" x 11 -gauge ring shank roofing nails shall be used for concealed fastening into wood. Westcoast Roof Consulting Page - 20 CBRE Kent, WA { PVC Roof Replacement Specification Andover Park East - Building A b. 8d hot dipped galvanized iron nails for securing plywood to structural members. c. i6d hot dipped galvanized iron nails for securing 2x's to structural members. D. All other materials not specifically described, but required for a complete and proper installation of roofing and flashings, shall be subject to approval of Owner/Management and Consultant. Westcoast Roof Consulting Page -2l CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A PART III - EXECUTION 3.1 PREPARATION A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 NAILERS A. Nailers are to be installed as per detail drawings. B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Set nailers to required levels and lines with members plumb and true. D. Nailers shall be installed with 1/4" gap between ends of adjoining pieces. E. Nailers shall be fastened according to FM Global Data Sheet 1-49, unless superceded by the requirements of local municipalities. F. Nailers shall be fastened in accordance with the following: 1. Fasteners in 6" or wider (nominal) lumber shall be installed in two (2) rows, staggered one-third of nailer width. Listed spacings indicate distance between fasteners in adjacent rows. 2. Two (2) fasteners shall be installed within 6" of each nailer end. 3. Where two or more nailers are installed, each nailer shall be fastened independently. 3.3 INSTALLATION A. Raise all existing curbs and platforms to a minimum height of 8" above the roof surface. B. All new curb mounted skylights shall be installed on new 2x wood curbs secured to the structure with appropriate Simpson straps to result in a minimum height of 8" above the finished roof surface. Fill in the area around the new curbs as necessary with polyisocyanurate roof insulation to match the height of the existing foam roof removed. Westcoast Roof Consulting Page -22 • CB RE Kent, WA 3.4 3.5 PVC Roof Replacement Specification Andover Park East - Building A C. Where indicated at the Pre -Bid Meeting, construct new minimum 8" high wood platforms. D. Install new 1/2" CDX plywood around the vertical surface of the new roof access hatch and secure accordingly. E. Pipes of 3" in diameter and less: Support pipes on pressure treated wood blocks (minimum 2x4) spaced at a maximum of 6' on center. Set the wood blocks in a dab of sealant over PVC roof protection material (do not set the roof protection material into sealant over the roof). Secure the pipe to the wood blocks with oversized pre -manufactured clamps to allow movement. F. Pipes larger than 3": Install pipe supports provided by Portable Pipe Hangers (713-939-7161). Support pads should be placed on roof protection material loose laid on roof system. ABANDONED ITEMS: A. Removal of all confirmed non-use items on the roof and disposal of same, including deck repair/replacement if the deck was affected by the non-use equipment removal. The contractor must confirm with the Owner and the tenant that items are non-use prior to removal. Great care must be taken when removing items that penetrate the roof, so as not to allow the items to drop into the tenant's space. CLEAN-UP A. Debris from carpentry work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Westcoast Roof Consulting Page -23 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A SECTION 07550 - PVC SINGLE -PLY MEMBRANE ROOFING PART I - GENERAL 1.1 SECTION INCLUDES: A. State of Washington "Energy Code" Insulation Installation B. Securock Application C. Roof Membrane Application D. Roof Flashing Application E. Incorporation of Sheet Metal Flashing Components and Roofing Accessories into the Roof System 1.2 RELATED SECTIONS A. Rough Carpentry B. Sheet Metal 1.3 REFERENCE STANDARDS References in these specifications to standards, test methods and codes, are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies, which may be used as references throughout these specifications. ASTM American Society for Testing and Materials Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA NRCA National Roofing Contractors Association Rosemont, IL OSHA Occupational Safety and Health Administration Washington, DC SMACNA Sheet Metal and Air Conditioning Contractors National Association Chantilly, VA UL Underwriters Laboratories Northbrook, IL Westcoast Roof Consulting Page -24 . CBRE Kent, WA 1.4 GENERAL OVERVIEW PVC Roof Replacement Specification Andover Park East - Building A A. Furnish and install PVC thermoplastic single -ply roofing and Securock roof board in accordance with the project documents and manufacturer's recommendations for a twenty (20) year "Systems" Guarantee. 1.5 DESCRIPTION OF WORK A. Remove all existing roof membrane, etc., including base and wall flashings, down to the wood substrate in accordance with applicable code requirements. B. Furnish and install a two (2) layer State of Washington "Energy Code" compliant insulation system. C. Furnish and install one layer of 1/4" Securock roof board, mechanically attached over the new insulation system and into the existing plywood deck. D. Furnish and install a layer of 6o mil thick PVC reinforced roof membrane complete with specified flashings, PVC coated metal, and all other incidental and accessory items to comprise a completed roofing assembly. E. Fully adhere all base and wall flashings. F. The installing contractor shall coordinate with the roofing materials and systems manufacturer and shall proceed with the work in a manner that is consistent with established details and installation guidelines. 1.6 SUBMITTALS All submittals which do not conform to the following requirements will be rejected. A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Manufacturer's written confirmation that the specified system is eligible for the specified manufacturer's guarantee when installed by the roofing contractor. C. Manufacturer's written agreement to issue specified guarantee on the specified roof system when installed by successful bidding roofing contractor. 11'estcoast Roof Consulting Page -25 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A D. Product data cut sheets and MSDS sheets for all products in the single ply roofing assembly. E. Schedules for material delivery, roof removal and roof installation. F. The Contractor shall perform a survey of existing conditions to document any existing damage, deterioration, etc., on the site and buildings interiors and exteriors on which the work will be performed. The Contractor shall provide written documentation with photographs of cracked concrete/ paving, wall stains, damaged ceiling tiles and foil insulation, etc. Failure to provide this information prior to beginning work will mean the Contractor accepts the site as is and shall be responsible for items noted at completion of work. The Contractor shall repair any damage caused by his work without extra cost to the Owner/Management. 1.7 QUALITY ASSURANCE A. Acceptable Products: Primary roofing products, including each type of sheet, all manufactured in the United States, shall be supplied by a single manufacturer which has been successfully producing the specified types of primary products for not less than 10 years. The primary roofing products shall have maintained a consistent composition for a minimum of five years. B. Product Quality Assurance Program: Primary roofing materials shall be manufactured under a quality management system that is monitored regularly by a third party auditor under the ISO 9001:200o audit process. C. Agency Approvals: The proposed roof system shall conform to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories Class "A" acceptance of the proposed roofing system without additional requirements for gravel or coatings. 2. The roof configuration (including fastening of insulation) shall be approved by the appropriate governing body to meet the necessary wind uplift pressures for the geographic region. D. Acceptable Contractor: Contractor shall have a minimum of 5 years experience in successfully installing the same or similar roofing materials and be certified in writing by the roofing materials manufacturer to install the primary roofing products. Ti estcoast Roof Consulting Page -26 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A E. The work to be performed under this specification shall include, but is not limited to the following: Attend necessary job meetings and furnish competent and full time supervision, experienced roof mechanics, all materials, tools, and equipment necessary to complete, in an acceptable manner, the roof installation in accordance with this specification. Comply with the latest written application instructions of the manufacturer of the primary roofing products. In addition, application practice shall comply with requirements and recommendations contained in the latest edition of the Handbook of Accepted Roofing Knowledge (HARK) as published by the National Roofing Contractor's Association. F. Local Regulations: All materials provided and work to be performed under this Specification will at all times conform to any and all applicable regulations of public agencies, including any specific requirements of the city and/or state of jurisdiction. G. Manufacturer Requirements: Ensure that the primary roofing materials manufacturer provides direct trained company personnel to attend necessary job meetings, perform periodic inspections as necessary, and conducts a final inspection upon successful completion of the project, 1.8 PRODUCT DELIVERY STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store materials out of direct exposure to the elements. Store roll goods on a clean, flat and dry surface. All material stored on the roof overnight shall be stored on pallets. Store materials on the roof in a manner so as to preclude overloading of deck and building structure. Store materials such as solvents and adhesives away from open flames, sparks or excessive heat. Cover all material using a breathable cover such as a canvas. Polyethylene or other non -breathable plastic coverings are not acceptable. C. Handling: Handle all materials in such a manner as to preclude damage and contamination with moisture or foreign matter. Handle rolled goods to prevent damage to edges or ends. D. Damaged Material: Any materials that are found to be damaged or stored in any manner other than stated above will be automatically rejected, removed and replaced at the Contractor's expense. Westcaast Roof Consulting Page -27 CBRE Kent, WA L9 PROJECT/SITE CONDITIONS A. Requirements Prior to Job Start PVC Roof Replacement Specification Andover Park East - Building A 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees, which may be required for the performance of the work. 3. Safety: Familiarize every member of the application crew with all fire and safety regulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply roofing materials during precipitation or in the event there is a probability of precipitation during application. Take adequate precautions to ensure that materials, applied roofing, and building interiors are protected from possible moisture damage or contamination. The roof shall be kept watertight on a daily/ nightly basis. 2. Temperature Restrictions - cold adhesive: At low temperatures, the specified cold adhesive becomes more viscous, making even distribution more difficult. The optimal temperature of the adhesive at point of application is 70°F (21°C). To facilitate application when ambient temperatures are below 50°F (10°C), store the adhesive and roll goods in a warm place immediately prior to use. Suspend application in situations where the adhesive cannot be kept at temperatures allowing for even distribution. C. Protection Requirements 1. Membrane Protection: Provide protection against staining and mechanical damage for newly applied roofing and adjacent surfaces throughout this project. 2. Limited Access: Prevent access by the public to materials, tools and equipment during the course of the project. leVestcoast Roof Consulting Page - 28 CB RE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A 3. Debris Removal; Remove all debris daily from the project site and take to a legal dumping area authorized to receive such materials. 4. Site Condition: Complete, to the Owner's satisfaction, all job site clean-up including building interior, exterior and landscaping where affected by the construction. 1.10 GUARANTEE/WARRANTY A. The Contractor shall guarantee the roof system for a period of five (5) years from the date of acceptance by the Owner/Management. The Contractor shall make all repairs during this period in order to maintain the roof in a watertight condition without additional cost to the Owner/Management. B. Unit Price - Roof "System" Guarantee: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the manufacturer's twenty (20) year "System" type guarantee covering material and workmanship and flashings. The guarantee shall be a term type, without deductibles or limitations on coverage amount. The manufacturer shall make all repairs during this period to maintain the roof watertight and in conformance with this specification without additional cost to the Owner. The Owner has the right, in the case of emergency at any time during this period and without invalidating the this guarantee, to make any temporary repairs that are required in order to protect the buildings and the contents of the buildings from damage due to the roof leaking. The contractor is to provide all communication to and paper work for the material manufacturer, including technical inspections at the completion of the projects. Tirestcoast Roof Consulting Page -29 CBRE Kent, WA PART 2 - PRODUCTS 2.1 GENERAL PVC Roof Replacement Specification Andover Park East - Building A A. The following roofing and flashing specifications are based upon SARNAFIL except as modified or otherwise specified herein, to establish intended types and quantities. Submittals for the following manufacturers will be accepted for review and consideration: 1. SARNAFIL - Sikaplan 6o mil PVC Mechanically Attached Single -ply. 2. JOHNS MANVILLE — SR -6o 6o mil Mechanically Attached Single - ply. B. The Mechanically Attached Roofing System components are to be produced or supplied by a single manufacturer. The accessories and other related components of the specified roofing system and accessories are to be approved by the primary materials manufacturer prior to the installation of the system. C. The roofing products and accessories shall be provided by the same manufacturer issuing the overall "System" guarantee. No deviations. D. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. E. No product shall contain any asbestos or asbestos-related products. 2.2 ROOF MEMBRANE A. Mechanically Attached Roofing Membrane — Sarnafil Sikaplan 6o - 6o mil nominal (o.o6o inch) or Johns Manville SR -6o 6o mil nominal (.06o inch) thickness PVC with polyester reinforced membrane. B. Membrane shall conform to ASTM D4434-96 (or latest revision) Standard for polyvinyl chloride sheet roofing and in conformance with Type III. C. Roofing Membrane Color: White. 2.3 FLASHING MATERIALS A. Flashing Membrane — Sarnafil 6o mil G410 Flashing Membrane, or approved equal. Color of flashing membrane shall be White. The flashing membrane shall conform to ASTM D4434-96, and be a Type II, Grade I flashing membrane. Use Sarnafil G459 flashing membrane, or approved equal, at all asphalt contaminated surfaces. Westcoast Roof Consulting Page -3o r CB RE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A B. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. 2,4 INSULATION AND ROOF BOARD A. First Two (2) Layers of Insulation: Class I, Polyisocyanurate Foam Faced with Asphalt/Glass Mat, or Polymer Glass Mat on Both Sides of Foam and complying with ASTM C-1289. Board shall have a minimum R -Value (as required by the State of Washington "Energy Code"), as determined by ASTM C-518 in accordance with the six month conditioning procedure outlined in RIC/TIMA Technical Bulletin 281-1. Maximum board dimension is 4' x 8'. B. Roof Board: Furnish and install one layer of 1/4" Securock roof board from US Gypsum. C. Tapered Insulation (as required for crickets/saddles): Factory Tapered insulation panels (minimum 1/4" in 12" slope), conforming to ASTM C-728. 2.5 RELATED MATERIALS A. Solvent - Solvent welding solution shall be furnished in one -gallon cans with the manufacturers label attached. B. Seam or Lap Sealant — Shall be a liquid PVC sealing compound as approved by the primary material manufacturer. C. Sealant — PVC Urethane Sealant is a single component, non -sag elastomeric polyurethane sealant. D. Adhesive — VOC compliant PVC membrane adhesive shall be used for bonding the PVC flashing membrane to vertical substrates of wood, metal, concrete and Securock, and shall have the manufacturers label attached. E. Aluminum Foil Tape - Aluminum foil tape shall be a 3 -mil tape with acrylic adhesive used as a separation layer between small areas of asphalt contamination and over metal joints prior to flashing strips being welded over the joints. F. Termination Bar - The termination bar shall be an extruded aluminum bar used to terminate adhered, reinforced membrane base flashings as approved by primary material manufacturer. Westcaast Roof Consulting Page -g1 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A G. Prefabricated PVC Cones — A prefabricated pipe flashing made from 48 mil thick G410 membrane. H. Prefabricated PVC Corners — Prefabricated inside and outside flashing corners made of 60 mil thick membrane. I. Screws and Plates — All screws and plates shall be as approved by the primary material manufacturer. Fasteners must be FM (Factory Mutual) approved and corrosion resistant. J. Walkway - Walkway shall be as manufactured by the primary material manufacturer consisting of PVC membrane. Westcoast Roof Consulting Page -32 CBRE Kent, WA PART 3 - EXECUTION 3.1. GENERAL PVC Roof Replacement Specification Andover Park East - Building A A. When installing PVC mechanically attached roofing membrane in cooler weather, it is recommended that liquids such as solvents, sealants, etc. be stored at warmer temperatures (40 degrees F. or more) until just prior to use in order to facilitate the installation. B. Precautions 1. Do not use membrane or related products near fire or flame. 2. Avoid breathing vapors of solvent, sealant and adhesives. Use with adequate ventilation. 3. Avoid prolonged contact of solvents, sealants and adhesives with skin. 4. Do not use open flames to expedite drying of surfaces, sealants, or adhesives. 5. Consult Material Safety Data Sheets and container labels for specific safety instructions. 6. Do not paint PVC coated metal or membrane with oil-based paint. Consult manufacturer of the membrane for recommendations. 3.2 PREPARATION OF SUBSTRATE A. To prevent delays or interruptions, coordinate work with subcontractors to ensure that components to be incorporated into the mechanically attached roofing system are available as the work progresses. B. Examine substrates to which the roofing materials are to be applied to ensure that their condition is satisfactory for the roofing systems application. C. Substrates for roofing materials shall be dry and free of moisture, oil, dirt, grease, sharp edges and debris. Inspect substrates and correct defects before application of roofing membrane. D. All roof surfaces shall be free of standing water, ice, or snow. l4Testcoast Roof Consulting Page -33 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A E. Roofing contractor shall determine the condition of the existing roof deck prior to application. Installation of new membrane roofing over any section will denote acceptability by the roofing contractor of that section. Any corrective action required by having installed new roofing over an unsatisfactory surface shall be the contractor's responsibility. 3.3 CRICKET INSTALLATION A. Install tapered crickets in insulation adhesive at all penetrations 4' and larger in the direction of slope, including skylight curbs. 3.4 INSULATION AND ROOF BOARD INSTALLATION 3.5 A. High Thermal Insulation: Install two layers of polyisocyanurate roof insulation (maximum 4' x 8') per the requirements of your chosen manufacturer requirements, joints should be butted tightly. B. Install one layer of 1/4" Securock. Each 4' x 8' sheet of roof board shall be attached over the installed insulation and into the plywood substrate with a minimum of six (6) fasteners per sheet on horizontal surfaces. A minimum of four (4) fasteners shall be installed on any board combination cut of a dimension less than the aforementioned. The long joints of the roof board shall be continuous, with the short joints staggered a minimum of 30" in the length direction. C. Apply no more insulation/roof board than can be completely covered with the PVC membrane on same day. MEMBRANE INSTALLATION A. Membrane is to be attached with fasteners and seam plates according to Manufacturer (6" on center in seam maximum). Membrane overlaps shall be shingled with the flow of water. Full -width rolls shall be fastened perpendicular to the direction of the underlayment board where possible. B. Perimeter and Corner Areas: Over the properly installed and prepared substrate surface, half -width rolls are to be installed parallel with the entire perimeter edge. The number of adjacent half -rolls will be determined by building height and width. Fasteners and seam plates are installed along the edge of the membrane on the fastening line at a spacing determined by Manufacturer. Seam plates are held -back 1 inch from the outer edge of the membrane. The adjacent half -roll is positioned to overlap the fastened edge of the first half -roll by 5-1/2 inches in accordance with the overlap lines marked on its edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the seam plate for heat -welding. Westcoast Roof Consulting Page -34 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A C. Fasteners shall clamp the field membrane tightly to the substrate. In corner areas where perimeter half -rolls intersect, add rows of fasteners and seam plates over the top the half -rolls and weld a PVC coverstrip above them for watertightness. D. Perimeter area is defined as the outer boundary of the roof. If the roof is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter. Typically, internal expansion joints and firewalls are not considered to be full perimeters. E. The ridge area is defined as the high point in the roof area formed by two intersecting planes. When the sum of the slopes is a minimum of 4 inches in 12 inches, each side of the ridge shall be treated as a perimeter area. F. Securement around perimeter and rooftop penetrations: Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, fasteners and seam plates shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque -sensitive fastening tools with depth locators. Fasteners shall clamp the membrane tightly to the substrate. 3.6 WELDING OF LAP AREAS A. All seams shall be hot-air welded. Seam overlaps should be 3 inches wide when automatic machine -welding and 4 inches wide when hand -welding, except for certain details. B. Welding equipment shall be provided by or approved by Manufacturer. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Manufacturer Technical Representative prior to welding. C. All membrane to be welded shall be clean and dry. D. Hand -welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. Westcoast Roof Consulting Page - 35 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to "flow," the hand roller is positioned perpendicular to the nozzle and pressed lightly. For straight seams, the 1-1/2 inch wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch wide nozzle shall be used. 3.7 E. Machine Welding 1. Machine welded seams are achieved by the use of automatic welding equipment. When using this equipment, instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. F. Quality Control of Welded Seams: The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark grey material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator to locations as directed by the Manufacturer's Field Representative. One inch wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. FLASHING INSTALLATION A. All flashings shall be installed concurrently with the roof membrane as the job progresses. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent -resistant surfaces. Westcoast Roof Consulting Page -g6 CB RE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A B. VOC Compliant Adhesive for Membrane Flashings 1. Over the properly installed and prepared flashing substrate, adhesive shall be applied according to instructions found on the Product Data Sheet. The adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be applied in the same manner, overlapping the edges of the panels as required by welding techniques. C. All flashings shall extend a minimum of 8 inches above roofing level unless otherwise accepted in writing by the roofing material manufacturer. D. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the membrane. E. Membrane flashings shall be terminated according to recommended detail drawings. F. At parapet walls, the single ply roof membrane shall be fully -adhered to acceptable substrate using an approved VOC compliant adhesive. The membrane shall extend up vertical surfaces and terminate along the top outside edge of the parapet walls' horizontal plane with an approved termination bar mechanically attached with appropriate fasteners, and the edge of the membrane sealed with approved sealant. The wall flashing assembly shall be installed in accordance with the manufacturer's technical department for additional securement and assembly, of wall heights in excess of thirty (30) inches. G. PVC coated metal flashing shall be installed in accordance with the manufacturer's standard detail drawings. 1. Complete all metal work concurrently with roofing and flashings so that a watertight condition exists daily. 2. Metal shall be installed to provide adequate resistance to bending and to allow for normal thermal expansion and contraction. 3. All metal flashings and terminations shall be securely fastened in the plane of the roof deck with fasteners approved by the manufacturer. Nestcoast Roof Consulting Page -37 CBRE PVC Roof Replacement Specification Kent, WA Andover Park East - Building A 4. All PVC coated metal shall be fabricated to form hemmed edges to prevent sharp metal edges from cutting the membrane, except when in conjunction with wood Hailers. H. Install pre -manufactured or field fabricated flashings at all pipes, vents, ducts, etc., in accordance with the manufacturer's requirements. Install manufacturers approved tape over asphalt or other contaminants on the penetrations. Install stainless steel pipe clamps near the top edges of the flashings and seal the top edges of the flashings to the penetrations with approved sealant. 3.8 WALKWAY INSTALLATION A. Walkways shall be installed at each roof access hatch, at each mechanical unit service access panel, under ballasted satellite dish supports, and as designated at the Pre -Bid Meeting. B. Walkway Installation: 1. Install walkway material over clean and dry surfaces. 2. Layout areas where walkway material is to be installed with most of the material being oriented so that it is placed between the field seams in maximum lengths of twelve (12') feet with each adjacent section of walkway tread material spaced four inches (4") from one adjacent tread panels. 3. Fully adhere sections of the walkway tread material to the roofing membrane that are not being hot air welded together with membrane adhesive. 4. Hot air -weld the perimeter of the properly positioned Walkway Material. Check seams for any voids or inconsistencies that might prevent watertightness. 5. Apply seam sealant at all welded edges. 3.9 FIELD QUALITY CONTROL AND INSPECTIONS A. Site Condition: Leave all areas around job site free of debris, roofing materials, equipment and related items after completion of job. B. Notification Of Completion: Notify the manufacturer by means of manufacturer's printed Notification of Completion form of job completion in order to schedule a final inspection date. Westcoast Roof Consulting Page - 38 CBRE Kent, WA C. Final Inspection PVC Roof Replacement Specification Andover Park East - Building A Post -Installation Meeting: Hold a meeting at the completion of the project, attended by all parties that were present at the pre job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. D. Issuance Of The Guarantee: Complete all post installation procedures and meet the manufacturer's final endorsement for issuance of the specified guarantee. End of Section l4'estcoast Roof Consulting Page -39 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A SECTION 07600 — FLASHING AND SHEET METAL PART I — GENERAL 1.1 DESCRIPTION A. Furnish and install roof related sheet specifications, including all sealant, watertight. B. Applicator is SOLELY responsible for estimates of material, quantities, and si C. Related Disciplines: 1. Rough Carpentry. 2. Single Ply Roofing. 1.2 REFERENCE STANDARDS metal work per the drawings and fasteners, and joining to make accuracy of all measurements and zes. A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association, Fifth edition, 1993, as published by SMACNA. 2. The NRCA Roofing and Waterproofing Manual, Latest Edition, - National Roofing Contractors Association. 3. Published installation instructions from manufacturers of selected products. 4. Annual Book of ASTM Standards, Latest Revision -- American Society for Testing and Materials. 5. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. Westcoast Roof Consulting Page - 4o CBRE Kent, WA 1.3 QUALITY ASSURANCE PVC Roof Replacement Specification Andover Park East - Building A A. Installer: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 1.4 SUBMITTALS A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Product data cut sheets and MSDS sheets for all fasteners, sealants, sealant primers, and other required accessories. C. Submit color chart or physical samples for selection of pre -finished metal color by the Owner/Management. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Follow the manufacturer's recommendations for storage of temperature sensitive materials. C. Allow no unlabeled materials on site. D. Mark and remove all damaged or sub -grade material. i.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all sheet metal flashing in a watertight condition without cost to the Owner/Management for a period of five years after date of acceptance of roof. Westcoast Roof Consulting Page -41 CBRE Kent, WA PART II - PRODUCTS 2.1 General PVC Roof Replacement Specification Andover Park East - Building A A. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. B. No product shall contain any asbestos or asbestos-related products. 2.2 Materials A. Flashing Metal - A PVC -coated, heat -weldable sheet metal capable of being formed into a variety of shapes and profiles. Clad is a 25 gauge, Ggo galvanized metal sheet with a 20 mil unsupported Energy Smart White membrane laminated on one side. B. Galvanized Steel shall be G -go hot -dipped material, minimum 24 gauge. 1. Specification References a. Fed. Spec. AA -S -775d. b. ASTM A653/A653M — Standard Specification for Steel Sheet, Zinc -coated (Galvanized) or Zinc -Iron Alloy — Coated by the Hot Dip Process. C. Kynar Pre -finished Steel shall be minimum 24 gauge. 1. Approved Products a. PAC -CLAD by Peterson Aluminum Corporation. b. TUFFCLAD by Clad -Tex Metals, c. Approved equal. 2. Color shall be selected by the Owner/Management from the manufacturer's standard colors. D. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. E. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced manual. Westcoast Roof Consulting Page - 42 CBRE Kent, WA PVC Roof Replacement Specification Andover Park East - Building A F. Continuous clip, where required, shall be fabricated with material one gauge heavier than connecting component. G. Masonry/Concrete Fasteners 1. Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. 3. Expansion fasteners shall be zinc alloy with stainless steel nail and mushroom head (nylon or plastic anchors are not approved). 4. Stainless steel/neoprene sealing washers shall be installed for either threaded or expansion type fasteners, where exposed. 5. Fasteners to be nominal r/4" thickness minimum and of sufficient length to penetrate the masonry/concrete 1-1/4". H. Wood Fasteners 1. Corrosion -resistant, self -drilling screw with hex washer head for exposed fastening. 2. Stainless steel/neoprene sealing washers shall be installed for all exposed fasteners. 3. Fasteners to be of sufficient length to penetrate the wood a minimum of1-1/4". 4. 1-1/2" x 11 -gauge ring shank roofing nails shall be used for concealed fastening into wood. I. Elastomeric sealant shall be a low modulus, high performance, one -part polyurethane conforming to Federal Spec. No. TT-S-oo23oC, Type II, Class A, such as Mameco Vulkem 921 or Sikaflex 15LM. J. All other materials not specifically described, but required for a complete and proper installation of roofing and flashings, shall be subject to approval of Owner/Management and Consultant. Westcoast Roof Consulting Page -43 CBRE Kent, WA PART III - EXECUTION 3,1 PREPARATION PVC Roof Replacement Specification Andover Park East - Building A A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 FABRICATION 3.3 A. Sheet metal shall be formed accurately to shapes as indicated on the drawings and in conformance with detail drawings. Contractor shall be responsible for all dimensions. B. Metal counterflashings shall have a minimum 4" vertical face and all copings, edge flashings, platform pans, etc., shall have a minimum 3" vertical face, or as otherwise noted on the detail drawings. C. All exposed edges of cut sheet metal shall be folded back on concealed surfaces to form a hem. In addition, a drip lip shall be broke at the base of all vertical surfaces. D. Metal end joints shall be lapped a minimum 3" and shall not be mechanically attached. The hem shall be trimmed on one piece and slipped into the adjacent piece, E. Horizontal flanges of edge flashing, turbine vent bases, etc., shall be 4" minimum with rounded corners. F. Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. G. Cross -brake all platform pans to provide slope. INSTALLATION A. Replace the existing skylights with new curb mounted skylights in the same configuration, i.e. vented to replace vented, non -vented to replace non - vented, fusible link/smoke hatch, etc. The skylights shall be standard fiberglass or double dome acrylic curb mounted. The skylights shall be fastened with appropriate screws through steel/neoprene washers in all pre -drilled holes. All vented skylights shall have factory installed storm louvers and all skylights shall have tapered perlite crickets installed on the high side. Westcoast Roof Consulting Page - 44 CB RE Kent, WA 3.4 3.5 PVC Roof Replacement Specification Andover Park East - Building A B. Install new PVC clad metal scuppers to replace existing. C. Install new 4" metal counterflashing at all prefabricated metal HVAC curbs and other locations as shown on the drawings secured with appropriate screws through steel/neoprene washers. D. Install new 22 gauge galvanized platform pans at all new and existing platforms. DISSIMILAR MATERIALS A. Dissimilar materials in contact, which are subject to electrolysis, shall be protected against such action prior to installation. Protective materials shall not be visible after installation. Protect metals by coatings recommended by manufacturer, or separated by felt, EPDM, etc. JOINTS A. Caulking of sheet metal shall be neatly and thoroughly performed for a watertight seal. Sealant shall be installed between all laps, along the exposed joints, and in other locations shown on the drawings. B. Surfaces to receive sealant shall be thoroughly cleaned as recommended by the sealant manufacturer. All bitumen coating materials, roof cement, adhesive residue, rust, old caulking and/or other contaminants shall be removed down to the substrate to which sealant bonding is intended. C. Provide soldered and welded joints where noted on the drawings. 3.6 FASTENING A. Secure metal as shown on detail drawings. Do not in any case install exposed fasteners on a horizontal plane. B. The vertical face of all sheet metal flashings at curbs and platforms shall be secured with appropriate screws through steel/neoprene washers spaced at a maximum 18" on center. C. Do not fasten adjacent coping, counterflashing, etc., sections together at laps or at joint covers, so as to limit expansion/contraction ability. D. All horizontal flanges to be incorporated into the roof system shall be fastened to the underlying wood substrate at 4" on center, staggered. 14'estcoast Roof Consulting Page - 45 CBRE Kent, WA 3.7 CLEAN-UP PVC Roof Replacement Specification Andover Park East - Building A A. Debris from sheet metal work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Westcoast Roof Consulting Page -46 -1ib x ? WZXF S o W (90 0M<wJ a Y> W X Z Q O O U W 2 W Q (A d S In 1,1 MI vsi FILENAME- RS1071 DRWNBY- Al in N {a N 1 1•24 2D a N i 3 c h v I --'' g d L ' z 4C O= Wz F. F a NU W IL 0 O C 5/31/2019 City of Tukwila Department of Community Development RYAN KAMINSKI 8523 216 ST SE WOODINVILLE, WA 98072 RE: Permit No. D18-0208 CBRE 1017 ANDOVER PARK E 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 7/8/2019. 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 final 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 7/8/2019, 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. Sinerely, j Kandace Nichols Permit Technician File No: D18-0208 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/2/2019 City of Tukwila Department of Community Development RYAN KAMINSKI 8523 216 ST SE WOODINVILLE, WA 98072 RE: Permit No. D18-0208 CBRE 1017 ANDOVER PARK E 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 Intemational 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 2/4/2019. 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 final 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 2/4/2019, 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: D 18-0208 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SERM1T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0208 PROJECT NAME: CBRE DATE: 07/12/18 SITE ADDRESS: 1017 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit issued DEPARTMENTS: ,6-3- 4-W Building Division Public Works n Imo"' itV' Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 08/14/18 Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: P\61 -e LS1\-e-€73-- 3 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 SR BUILDING SERVICES LLC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries [Search L&I A -Z Index help Page 1 of 2 My L&I 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 04/19/2018 05/01/2015 Expiration date 05/01/2019 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= 8/8/2018 SR BUILDING SERVICES LLC ,r L&I Tax debts No L&I tax debts are recorded for this contrpt.ur license during the previous 6 year period, but some. _ots may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 201,021-07 ........... _.............. Doing business as SR BUILDING SERVICES LLC Estimated workers reported Quarter 2 of Year 2018 "76 to 100 Workers" L&I account contact T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor 0 Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ......_.................................................._............................ No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/15/2015 Inspection no. 317936654 Location 3000 Carillon Point Kirkland, WA 98033 Inspection results date 01/08/2015 Inspection no. 317617918 Location 3009 157th PI NE Redmond, WA 98052 Violations No violations Page 2 of 2 ©Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603304769&LIC=SRBUIBS873L 1 &SAW= 8/8/2018