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Permit D18-0233 - WESTFIELD SOUTHCENTER MALL - REROOF
SOUTHCENTER MALL 2800 SOUTHCENTER MALL D18-0233 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 3597000150 Permit Number: D18-0233 2800 SOUTHCENTER MALL Project Name: SOUTHCENTER MALL Issue Date: 9/5/2018 Permit Expires On: 3/4/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: „ WA, ANDY THOMPSON 2800 SOUTHCENTER MALL , SEATTLE, WA, 98188 PACIFIC RAINIER ROOFING INC 18012 BOTHELL EVERETT HWY - SUITE 6, BOTHELL, WA, 98012-6888 PACIFRR248LC Expiration Date: 5/1/2019 Phone: (206) 246-0423 Phone: (425) 892-8166 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, CA, 92013 DESCRIPTION OF WORK: REROOF SOUTHCENTER MALL ROOF AREA J -2C (^'13,700SF). TEAR OFF EXISTING LOW SLOPE ROOF SYSTEM AND INSULATION, INSTALL NEW INSULATION AND SBS -MODIFIED, LOW SLOPE ROOF SYSTEM WITH TIE-INS TO ADJACENT, EXISTING AREAS. WESTOFJC PENNEY Project Valuation: $363,715.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: Fees Collected: $6,537.21 Occupancy per IBC: M Water District: Sewer District: Current Codes adopted by the City of Tukwila: �1 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: No Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: It Date espy I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ' Date: Print Name: f h r,l ' i� �: /�j%�tr• ZK%' 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: 2: 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) 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 5: ***BUILDING PERMIT CONDITIONS*** 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0103 PRE-REROOF CITY OF TUKTIA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov ¶‚O'120) Building Permit No. Project No. J Fl ./ Date Application Accepted: 1'iIV � Date Application Expires: 1 (For office us only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 2800 Southcenter Mall Tenant Name: n/a PROPERTY OWNER Name: Andy Thompson Name: Westfield Property Tax Dept City: Seattle State: WA Zip: 98188 Address: PO Box 130940 Email: anthompson@westfield.com City: Carlsbad State: CA Zip: 92013 CONTACT PERSON — person receiving all project communication Name: Andy Thompson Address: 2800 Southcenter Mall City: Seattle State: WA Zip: 98188 Phone: (206) 246-0423 Fax: (206) 244-8607 Email: anthompson@westfield.com GENERAL CONTRACTOR INFORMATION Company Name: Pacific Rainier Roofing Address: 18012 Bothell Everett Hwy, Suite 6 City: Bothell State: WA Zip: 98012 Phone: (425) 771-4300 Fax: (425) 771-4339 Contr Reg No.: PA-CI-FR-R248LC Exp Date: 05/01/2019 Tukwila Business License No.: 0997858 H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 9202470010 Suite Number: Floor: Roof New Tenant: ❑ Yes I ..No ARCHITECT OF RECORD Company Name: Wetherholt & Assoc Architect Name: Address: 14715 NE 95th St, Suite 100 City: Redmond State: WA Zip: 98052 Phone: (425) 822-8397 Fax: (425) 822-7595 Email: ENGINEER OF RECORD Name: Westfield Property Tax Dept Address: PO Box 130940 Company Name: 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: Westfield Property Tax Dept Address: PO Box 130940 City: Carlsbad State: CA Zip: 92013 Page 1 of 4 BUILDING PERMIT INFORMATIOC206-431-3670 Valuation of Project (contractor's bid price): $ 363,715 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Reroof Southcenter Mall roof area J -2c (--13,700 sf). Tear off existing low slope roof system and insulation, install new insulation and SBS -Modified, low slope roof system with tie-ins to adjacent, existing areas. fi \VI n Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.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 1st Floor IIB M rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT 1 FOIATION — 206-433-0179 01116 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 0 ...Water Availability Provided Sewer District ® ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided 0 .. Renton 0 .. 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) 0 ...Bond ❑ .. Insurance ❑ .. Geotechnical Report 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. 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 39 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 9 9 WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 99 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: 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 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN ORA H RIi AGENT: Signature: Date: 07/27/2018 Print Name: Gerald Dunning Day Telephone: (425) 771-4300 Mailing Address: 18012 Bothell Everett Hwy, Suite 6 Bothell WA 98012 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bit Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,047.25 D18-0233 Address: 2800 SOUTHCENTER MALL Apn: 3597000150 $4,047.25 DEVELOPMENT $3,855.71 PERMIT FEE R000.322.100.00.00 0.00 $3,830.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $191.54 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15327 R000.322.900.04.00 0.00 $191.54 $4,047.25 Date Paid: Wednesday, September 05, 2018 Paid By: PACIFIC RAINIER ROOFING Pay Method: CHECK 45289 Printed: Wednesday, September 05, 2018 12:22 1 of 1 PM SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK PAID $2,489.96 $2,489.96 $2,489.96 $2,489.96 $2,489.96 D18-0233 Address: 2800 SOUTHCENTER MALL Apn: 3597000150 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15043 R000.345.830.00.00 0.00 Date Paid: Monday, July 30, 2018 Paid By: PACIFIC RAINIER ROOFING Pay Method: CHECK 35793 Printed: Monday, July 30, 2018 2:18 PM 1 of 1 CR SYSTEMS \% INSPECTION NO. INSPECTION RECORD Retain a copy with permit D 0233 `'PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: c�� C cl Typ f Inst cti n: t4 j �al 1; ,q -L - Address: Z -U --C:0 (r -r WU Date Called: Special Instructions: (Re-` r.eyDP Date Wanted: f L a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Dat 27 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Wr INSPECTION RECORD IA Retain a copy with permit INSION NO. ,g oZ3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ,df/caJ772 4'6a- Type of Inspection: fi n/4 fdik- Address: Zai &drit- Ati Date Called: Instructions: Po 'CVSpecial aloe Date Wanted:,� , a.m. /� p.m. Requester: y�).—. g 7n Z'3 / (/ Phone No: 4/x-892- 9/L4 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: AI wok' 69'--tnAv1 U Oc"umF''S poor r t. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DK-02,3fi Project:�M Tyeof Ins K.c._ R Address: Z.11-1-, rn41 Date Called: Special Instructions: Date Wanted: -/? - ? , ap..m.m. %% O Requester. • 41--q..._Phone �. o: ZiZS -'/,.-- 2.47, 17 Approved per applicable codes. COMMENTS: Corre ' • ' e • uired prior to approval. Date: q /g 2461 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D - i image -Tr ffir- � ` r REVIEWED FOR _CODeePmeenaeeE_CO��MRLIANCE_ Photo 1— Existing flashings will generally conform to NRCA and WSR4 A recomd-f height ove existing membrane for weather tight flashings with new roof thickness withoigg2i {ca tiolterati s+n. 042- 2018. d."9 Photo 2 — Going to R-38 insulation would requireextensive cutting of cement-asbestos,r r iin orUnew flashings or removal and replacement with new cladding. CITY OF TU K W ILA Pacific Rainier Roofing CORRECTION LTR# 1 AUG, 2 0 2018 PERMIT CENTER Dr6r 18012 .Bothell Everett Hwy, Suite 6; Bothell, WA 98012 Phone (425) 7714300 Fax (425) 771-4331) .PA-CI-FR-R248LC 't>;."' ' .... • , ', -7 7. ,:y ,••• . , '0 ' './...- '''?•.... /k•-',' ' \ Y,/ -"'(); !.',..' .• , '''b. 0 ..1` ••\ sc(. (7.: . ''' \„.<,,....,<.../\ .. •, ., \<1/0,?\ `.',,, . ' ,,;./c.' `'• : ' \u',,,,„, e".c..:->se.::,..-• '-, , `: ,..; \r,..>) .•-c., I-1 .--/,..? -•1/4 , k9o' 1/ tr) .N 0 r. •-- 1; 0 • </tt, to - rts 0) 0) c 0 * RECEIVED CITY OF TUKWILA AUf 2 0 2018 Photo 3 — Proposed 4%:" roof system allows for free drainage from concrete equipment pads. tat-HMlT CENTER system would require extensive modifications of equipment supports and ductwork. Photo 4 — R-38 system would require modifications to structural supports for natural gas line. Pacific Rainier Roofing 18012 Bothell Everett Hwy, Suite 6; Bothell. WA 98012 Phone (4251771-4300 Fax (425)771-4339 PA -CI -FR -R24811 G iVED Photo 5 — An R-38 system (874" thick) would necessitate extensive modifications nfcaleftgt TU K WILA ductwork, cladding, etc. AUG 2 0 2018 PERMIT CENTER Photo 6 — R-38 system (83A" thick) would necessitate extensive modifications primary and secondary gas lines, and conduits. Pacific Rainier Roofing 18012 Bothell Everett Hwy, Suite 6; Bothell, WA 98012 Phone (4251771-4300 Fa, 14251771-4339 PA-C1-FR-R248LC L' C 0 C 0 0 n 0 0 WETHERHOLT AND ASSOCIATES, INC. PROJECT REROOFING SCOPE Westfield, Roof Area J2 -C 2800 Southcenter Mall Tukwila, Washington 98188 CLIENT WESTFIELD 2800 Southcenter Mall Tukwila, Washington 98188 Phone: (206) — 246-0423 Attn: Andy Thompson ROOFING CONSULTANT WETHERHOLT AND ASSOCIATES, INC. 14715 NE 95th Street, Suite 100 Redmond, Washington 98052 Phone # 425-822-8397 Fax # 425-822-7595 Attn: Riley Kennedy REVIEWED FOR CODE COMPLIANCE APPROVED AUG282018 City of Tukwila BUILDING PROJECT NO. 10-180606A1 2018 RECEIVED CITY OF TUKWILA JUL 3 0 2018 PERMIT CENTER DIVISION 13104 N.E. 8561 Street • P.O. Box 816 • 111 5, WA Phone: 425-822-8397 • Fax: 425-822-7595 1 NUMBER TABLE OF CONTENTS TITLE NQ. OF _PAGES Overleaf 1 Table of Contents 1 001000 Instructions to Bidders 4 003000 Form of Proposal 4 005000 Agreement Form 3 007000 General Conditions.,, 25 010100 Summary of Work 3 013000 Submittals 3 014000 Quality Control 1 014220 Inspection Services 1 016300 Substitutions 5 017000 Contract Closeout 3 020500 Demolition 1 061000 Rough Carpentry 075000 Modified Membrane Roofing 11 076200 Sheet Metal Flashing and Trim , .3 Roof Plans and Details 7 End of Table of Contents Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 001000 PAGE 1 INSTRUCTIONS TO BIDDERS SECTION 001000 INSTRUCTIONS TO BIDDERS 1. CONTRACT DOCUMENT INTERPRETATION The separate sections contained within these Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed work. Should there be any doubt as to the meaning or intent of the Contract Documents, the Bidder should request of the CONSULTANT, no later than three days prior to Bid date, an interpretation thereof. Any interpretation or change in the Contract Documents will be made only in writing, in the form of Addenda to the Documents that will be furnished to all registered holders of Contract Documents. Bidders shall indicate receipt of all Addenda. Neither CONSULTANT nor OWNER will be responsible for any other explanation or interpretations of said Documents. 2. LICENSING REQUIREMENTS FOR CONTRACTORS Bidders and their proposed subcontractors shall be registered and shall hold such licenses as may be required by the laws of Washington, including RCW 18.27, for the performance of the work specified in the Contract Documents. 3. BIDDER'S UNDERSTANDING Each Bidder must inform itself of the conditions relating to the execution of the work, and it is assumed that it will inspect the site and make itself thoroughly familiar with all the Contract Documents. Failure to do so will not relieve the successful Bidder of its obligation to enter into a Contract and complete the contemplated work in strict accordance with the Contract Documents. It shall be the Bidder's obligation to verify for itself and to its complete satisfaction all information concerning site conditions. Each Bidder shall inform itself of, and the Bidder awarded a Contract shall comply with, federal, state and local laws, statutes, and ordinances relative to the execution of the work and existing at the time of bid opening. This requirement includes, but is not limited to, applicable regulations concerning minimum wage rates, wage and hour requirements, nondiscrimination in the employment of labor, provisions for aged and disabled persons, protection of public and employee safety and health, environmental protection, the protection of natural resources, fire protection, burning and nonburning requirements, permits, fees, and similar subjects. 4. TYPE OF PROPOSAL Lump sum prices for the Work shall be submitted in the appropriate places in the Proposal. The total amount to be paid the CONTRACTOR shall be the amount of the lump sum bid, as adjusted for additions or deletions resulting from OWNER -authorized changes in the project, plus applicable taxes. Westfield Roof Area J2•C Reroofing Project 2018. 5. t A l llO 1_C)F P>tQQQ A SECTION 001000 PAGE 2 INSTRUCTIONS TO BIDDERS Complete the Proposal 'form by entering requested information in the appropriate spaces. All price information shall be shown in both words and figures, in space provided. No changes shall be made in the phraseology of the forms. Written amounts shall govern in case of discrepancy between the amounts stated in writing and the amounts stated in. figures. Any Proposal which contains omissions, incomplete erasures, alterations, or additions of any kind, or prices uncalled for, or in which any of the prices are obviously unbalanced, or which in any manner shall fail to conform to the conditions of the published Invitation to Bid may be deetned unresponsive: The Bidder must sign their Proposal in the blank space provided thereon. If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer or officers authorized to sign Contracts on behalf of the corporation. If Bidder is a partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign Contracts on behalf of the partnership: If signature is by an agent, other than an officer of a Corporation or a member of a partnership, a notarized power-of- attorney ower-ofattorney iiiust be on file with the OWNER prior to opening of Proposals or submitted with the Proposal, otherwise the Proposal will be regarded as not properly authorized. Bidder shall complete and submit the following with its bid: A: Bidder's Proposal 003000 (all pages) B: Manufacturer's Certification of Approval C: Resumes of Bidder's Project Manager and Superintendent D: Work Schedule to include proposed start and completion dates 6. SALES_ ANU OTHER TAXES Prices quoted in the Proposal shall include local and state sales taxes as a separate line item. The OWNER will pay the local and state sales taxes directly to the CONTRACTOR based on the progress pay estimate. All other taxes required by the laws and statutes of the State and its political subdivision shall be paid by the CONTRACTOR. 7. SijB1VtiSSjOL02SRC) .OS J , All Proposals must be submitted not later than the time prescribed, at the place, and in the manner set forth in the Invitation to Bid. Proposals must be made on the Proposal forms provided herewith. Bid shall be submitted via email, bearing the name and address of the Bidder and addressed to the OWNER. The email subject should read: PROPOSAL FOR REROOF WESTFIELD WESSTFIELD — ROOF AREA J2 -C rii 114 fra kir lad ral Westfield — Roof Area J2 -C Reroofing Project 2018 8. DETERMINATION OF BIDDER RESPONSIBILITY SECTION 001000 PAGE 3 INSTRUCTIONS TO BIDDERS In determining the responsibility of the apparent low bidder, the OWNER will consider the following: 1) The successful Bidder must be able to demonstrate successful completion of three similar projects in the last three years. 2) Bidder shall submit with their Proposal the name of the manufacturer of the systems being bid. If the Bidder faits to specify the systems being bid, the OWNER may consider the Bid non-responsive. The successful bidder may not substitute another system without written consent of the OWNER as described in the Contract Documents. Bidder shall also submit Manufacturer's Certification of Approval as specifically called out in Section 003000 Proposal. 3) The experience and qualifications of the designated Project Manager, whose name shall be shown on the Proposal Form. The designated Project Manager shall have a minimum of three years of successful experience in project management and scheduling of projects of similar scope and complexity. Samples of project schedules, schedules of values, and other project documentation may be required at OWNER's option. Submit resume demonstrating relevant experience with bid. 4) The experience and qualifications of the designated Superintendent, whose name shall be shown on the Proposal Form. The designated Superintendent shall have a minimum of three years of successful experience in on-site supervision of projects of similar scope and complexity, and coordination of multiple trades and subcontractors, not restricted solely to roofing and sheet metal trades. Submit resume demonstrating relevant system experience. Upon notice of Award, neither the Project Manager nor the Superintendent shall be changed without the written approval of the OWNER. 9. MODIFICATION OR WITHDRAWAL OF PROPOSALS Prior to the time and date designated for receipt of Proposals, any Proposal submitted may be modified or withdrawn by notice to the party receiving Proposals at the place designated for receipt of Proposals. Such notice shall be in writing over the signature of the Bidder. No Proposal may be withdrawn after the time scheduled for opening of Proposals, unless the time specified in paragraph 10, AWARD OF CONTRACT, of these Instructions to Bidders has elapsed. 10. AWARD OF CONTRACT The acceptance of the Proposal will be by written notice of award, mailed to the office designated in the Proposal, or delivered to the Bidder's representative. In the event of failure of the chosen Bidder to sign the Contract and provide an acceptable insurance certificate(s), the OWNER may award the Contract to the next responsive, responsible Bidder. The OWNER reserves the right to accept or reject any or all Proposals, and to waive any informalities and irregularities in said Proposals. Westfield W- Roof Area J2 -C Reroofing Project 2.018 SECTION 001000 PAGE 4 INSTRUCTIONS TO BIDDERS The OWNER retains the right to accept alternate bid items at the bid price within 10 days after the Effective Date of the Agreement. 11. BASIS QF AWARD If the OWNER makes an award, it will be to the responsive, responsible Bidder that, in the OWNER'S soic and absolute judgment; will best serve the interest of the OWNER. 12. EXECUTION OF CQNT;ItACT The successful Bidder shall, within 10 calendar days after receiving Notice of Award, sign and deliver to the OWNER a Contract in the form hereto attached together with the acceptable insurance certificates as required in these Documents. Within 10 calendar days after receiving the signed Contract from the successful Bidder, the OWNERS authorized agent will sign the Contract. Signature by both parties constitutes execution of the Contract. 13. TIME.OF CQi PI,E MN, The times of substantial and final completion of the work to be performed under each phase of this Contract are the essence of the Contract. Extensions of time may be allowed only in strict accordance with the provisions stated in the General Conditions. The time allowed for the completion of the work is stated in the Proposal. 14. NAMING OF SUBCONT_BACIOLS In the spaces provided on the Form of Proposal, Bidder shall name the Subcontractors whose subcontract amount is more than ten percent of the Contract Sum for the Base Bid. The Bidder, if awarded the Contract, will subcontract with the listed Subcontractor for performance of the portion of the Work designated on the Form of Proposal. Should alternate bids require different named subcontractors, the Bidder shall identify the alternate subcontractors and the affected portion of the Work. END OF SECTION 001000 Westfield — Roof Area J2 -C rn Reroofing Project 2018 SECTION 003000 PAGE 1 Form of proposal 111 REROOFING SCOPE NOTE TO BIDDER: Use preferably BLACK ink for completing this Proposal fonn. PROPOSAL To: Andy Thompson, enthompson@westficid.eorn Address: 2800 Southeenter Mali Tukwila, Washington 98t88 Project Title: Westfield Reroof 2018 — Roof Area .12-C 2800 Southconter Mall Tukwila, Washington 98188 Bidder's person to contact for additional information on this Proposal: RA Company: rat Contact Person: 11 ru Telephone: FAX BIDDER'S DECLARATION AND UNDERSTANI)ING The undersigned, hereinafter called t1© Bidder, deplares that the only persons Of parties interested. n this Proposal are those named herein, that this Proposal is, in 4111 respects, fair and 'without fraud, that it is made without collusion with any official or representative of the OWN.ER, and that the Proposal is made without any connection or collusion with any person submitting another Proposal on this Contract. 11 The Bidder further agrees that it has exercised its own judgment regarding the interpretation of subsurface information and has utilized all data which it believes pertinent from the CONSULTANT, OWNER, and other sources in arriving at its conclusions. The Bidder further declares that it has carefully examined Contract Documents for construction of the project, that it has inspected the site, that it has satisfied itself as to quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of quantities of work and materials as included in this Form of Proposal is brief and is intended only to indicate the general nature of the work and to correlate said quantities with detailed requirements in the Contract Doeuments, and that this Proposal is made according to provisions and under terms of the Contract Documents, which Documents are wig hereby made a part of this Proposal. kal Proceed, and to Finally Complete 14'04411/thin t4 calendar days after Substantial ComPletinn. CONTRACT EXECUTION Se INSURANCE The Bidder agrees that its Proposal shall not be withdrawn for a period of 60 days after bid opening. The Bidder further agrees that if this Proposal is accepted, it will, within 10 calendar days after receipt of Notice of Award, sign the Contract and deliver to the OWNER the required Certificates of Insurance, and will, to the extent of its Proposal, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all Work as specified or indicated in the Contract Documents. CONTRACT TIME The Bidder agrees to Snbstantially Complete the Work wttbin 90 calendar days after the Date of Notice to fii Westfield — Roof Area J2 -C 1! Reroofing Project 2018 rai SALES AND USE TAXES SECTION 003000 PAGE 2 Form of proposal Prices quoted in the Proposal shall include local and state sales taxes as a separate line item. The OWNER will pay the ra local and state sales taxes directly to the CONTRACTOR based OR the monthly progress pay estimate, All other taxes as required by the laws and statutes of the State and its political subdivision shall be paid by the CONTRACTOR. ADDENDA kid The Bidder hereby acknowledges that he has received Addenda No. (Bidder shall 11 insert No, of each Addendum received) and agrees that all addenda issued are hereby made part of the Contract Documents, and further agrees that his Proposal(s) includes all impacts resulting from said Addenda. PROJECT SCHEDULE Proposed Project Start Date: Wel TOTAL LUMP SUM BASE BTD — LOW SLOPE ROOF AREA J2 -C PR The Bidder agrees to accept as full payment for the Work, as specified in the Contract Documents and shown on the Drawings, and based upon the undersigned's own estimate of quantities and costs, the following lump sum: TOTAL BASE BID TOTAL ALLOWANCES SALES TAX ($ 1.1 TOTAL (BASE BID + ALLOWANCES + SALES TAX) • TOTAL LUMP SUM ALTERNATE BID i— INSTALLATION OF RIENFORCED LIQUID FLASHING MEMBRANE AT THREE (3) CONCRETE PADS AT LOW SLOPE ROOF AREA j2 -A & The Bidder agrees to accept as full payment for the Work, as specified in the Contract Documents and shown on the Drawings, and based upon the undersigned's own estimate of quantities and costs, the following lump surn: xi TOTAL BASE BID f$ i L.1 TOTAL ALLOWANCES a ) mi ... SALES TAX TOTAL (BASE BID + ALLOWANCES + SALES TAX) rffi Inl 11 1 Westfield — Roof Area J2 -C fri Reroofing Project 2018 ..• ora SECTION 003000 PAGE 3 Form of proposal ADDITIVE UNIT COST ITEMS, IN ADDITION TO THE BASE BID, (These items are not to be included in the base bid) 1. INSTALLATION OF WALK PAD (In addition to locations shown on Roof Plan) RR DOLLARS ($ ) per 1 lineal foot of walk pad fully installed. Lei 2. INSTALLATION LIQUID FLASHING MEMBRANE AT 1 CONCRETE EQUIPMENT PAD AT ROOF AREA J2 -C DOLLARS ($ 3. REPAIRS TO RUSTED METAL DECK AT ROOF AREA J2 -C DOLLARS ($ ) per lineal foot of rusted metal deck brush cleaned, rust prohibitive treatment, and paint applied. QUALITY ASSURANCE The Bidder proposes the following manufacturer's system to be used for those following portions of the work in the event that the Bidder is awarded the Contract, and will not be changed except with the written approval of the OWNER, which the OWNER may withhold for any reason: Type of Work System Manufacturer Base Bid Low Slope: Alternate Bid — Concrete Pads: Bidder warrants that it is certified as an approved applicatoreontractor by the manufacturer(s) of the above listed roofing system. EVIDENCE OF SAID CERTIFICATION SHALL BE WRITTEN TO THE OWNER, SIGNED BY THE MANUFACTURER, AND SUBMITTED TO OWNER ALONG WITH THE BID. PROJECT MANAGEMENT AND SUPERVISION The Bidder proposes the following designated Project Manager and Superintendent, whose experience and qualifications shall be as described m Paragraph 8 of 00100 Instructions to Bidders, and whose resumes indicating relevant experience are enclosed with this Proposal. Project Manager: RA Superintendent: 6.1 BIDDER ri4 The name of the Bidder submitting this Prepopi is:_ doing business at: Street: City; State;_ which is the address to which all communications concerned with this Proposal and with. the Contract shall be sent, Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 003000 PAGE 4 Form of proposal The names of the principal officers of the corporation submitting this Proposal, or of the partners comprising the partnership, or of all persons interested in this Proposal as principals are as follows: Federal Tax identification Number: Contractor's Washington Registration No:,. Dept. of Labor and Industries Rog, No; Washington State Department of Revenue No: _ If Sole Proprietor or Partnership IN WITNESS hereto the undersigned has set his/her hand this day of , 20 . Signature: Title: If Corporation IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed by its duly authorized officers this ay of Name of Corporation; By_ Title: , 20 p OF SECTION rH WESTFIELD — ROOF AREA J2 -C REROOFING PROJECT 2018 STANDARD LUMP SUM AGREEMENT BETWEEN OWNER AND CONTRACTOR SECTION 005000 PAGE 1 AGREEMENT FORM This Agreement is made as of the day of , 2018 between the OWNER: WESTFIELD 2800 Southcenter Mall Tukwila, Washington 98188 and the CONTRACTOR: OWNER and CONTRACTOR agree as set forth below. Article L WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Base Bid for Re -Roofing for: Alternates for Waterproofing as chosen for Concrete Isolation Pads Westfield — Roof Area J2 -C 2800 Southcenter Mall Tukwila, Washington to limits shown on contract documents. Article 2. (not used) Article 3. CONTRACT TIME. The Bidder agrees to Substantially Complete the within 100 work days after the Date of Notice to Proceed, and to Finally Complete work within 10 work days after Substantial Completion. 1 WESTFIELD ROOF AREA 12-C REROOFING PROJECT 2018 Article 4, CONTRACT SUM. SE `MN 005000 PAGE 2 AGREEMENT FORM 4.1 OWNER shall pay CONTRACTOR the following lump sum for completion of the Work in accordance with the Contract Documents rn Base Bid: ($ Dollars, Alternate Bid ($ subject to additions and deductions as provided in the Cctract Documents. Article 5. PROGRESS PAYMENTS: Dollars, Total Dollars 5.1 Prior to the first Application for Payment, CONTRACTOR shall submit to the OWNER. a Schedule of Values in the format required by the OWNER, and supported by data to substantiate its accuracy as requested by OWNER: The approved Schedule of Values shall be used as a basis of payment for Applications for Payment. 5,2 Progress payments shall be made monthly for duly approved work performed during the calendar month preceding the application. CONTRACTOR shall submit Applications for Payment as described in Article 18 Payments and Completion. 5.3 Payments due and unpaid under the Agreement shall bear interest as specified by RCW 39.16. 5.4 Liquidated Damages: Not Used. 5.5 Lien Releases: Include a signed conditional lien release form with progress payments. Include a signed unconditional lien release form with final payment. Article 6. FINAL PAYMENT. Final payment, constituting the entire unpaid balance of the Contract Sum shall be made by the Owner to the Contractor when the Work has been completed, the Agreement fully performed, and the Work accepted by the Owner. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between. OWNER and CONTRACTOR concerning the Work consist of the following: rnl WESTFIELD — ROOF AREA J2 -C REROOFING PROJECT 2018 7.1 PROJECT MANUAL: All Divisions except 001000. 7.2 DRAWINGS: Dated — MAY 2018. 7.2.1. Title Sheets Roof Plan Roof Details Specifications 7.3 Addenda SECTION 005000 PAGE 3 AGREEMENT FORM 7.4 Documentation submitted by CONTRACTOR prior to Notice of Award (pages To inclusive). 7.5 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to Article 16 of the General Conditions. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in Article 16 of the General Conditions. Article 8. MISCELLANEOUS. 8.1 No assignment by a party hereto of any rights under or interest in the Contract Documents will be binding on another party hereto without the written consent of the other party; and specifically, but without ,_ limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.2 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all t.• covenants, agreements and obligations contained in the Contract Documents. ISI Article 9: OTHER PROVISIONS. IN WITNESS WHEREOF, OWNER and CON TRACTOR have signed three (3) copies of this Agreement. L This Agreement will be Effective , 2018. 1111 OWNER: CONTRACTOR: P1 WESTFIELD 2800 Southcenter Mall Tukwila, Washington 98188 Lag 1_331: By: WESTFIELD — ROOF AREA J2 -C REROOFING PROJECT 2018 Dated; Address for giving notices: SECTION 005000 'PAGE 4 AGREEMENT FORM Address for giving notices: ..eabor" END OF SECTION 005000 Westfield — Roof Area J2 -C Reroofing Project 2018 ARTICLE 10. THE CONTRACT DOCUMENTS. SECTION 007000 PAGE 1 GENERAL CONDITIONS 10.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. 10.2 The Contract Documents shall not be construed to create a contractual relationship of any kind between the Owner and a Subcontractor of any tier or between any persons or entities other than the Owner and Contractor. 10.3 By executing the Agreement, the Contractor represents and acknowledges that the Contract Sum is reasonable compensation for all the Work, that the Contract Time is adequate for the performance of the Work, and that it has carefully checked and verified all pertinent figures and examined the Contract Documents and the Project site, including any existing buildings, and that it has satisfied itself as to the nature, location, character, quality and quantity of the Work, the labor, materials, equipment, goods, supplies, work, services and other items to be furnished and all other requirements of the Contract Documents, as well as the surface conditions and other matters that may be encountered at the Project site or affect performance of the Work or the cost or difficulty thereof, including but not limited to those conditions and matters affecting: transportation, access, disposal, handling and storage of materials, equipment and other items; availability and quality of labor, water, electric power and utilities; availability and condition of roads; normal climatic conditions and seasons; physical conditions at the Project site and the surrounding locality; topography and ground surface conditions; and equipment and facilities needed preliminary to and at all times during the performance of the Work. THE FAILURE OF THE CONTRACTOR FULLY TO ACQUAINT ITSELF WITH ANY APPLICABLE CONDITION OR MATTER SHALL NOT IN ANY WAY RELIEVE IT FROM THE RESPONSIBILITY FOR PERFORMING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITHIN THE CONTRACT TIME AND THE CONTRACT SUM. 10.4 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 10.5 If, during the performance of the Work, the Contractor finds a conflict, error or discrepancy in the Contract Documents, Contractor shall report it to the Consultant and/or the Owner in writing at once. The Contractor shall not proceed with the affected Work until it receives a written interpretation or clarification from Owner and/or Consultant. ARTICLE 11. THE OWNER. 11.1 The Owner shall, upon request, furnish surveys and a legal description of the site. Westfield — Roof Area J2wC Reroofing Project 2018 SECTION 007000 PAGE 2 GENERAL CONDITIONS 11.2 Permits and fees which are the responsibility of the Contractor under the Contract Documents, the Contractor shall research, secure, and pay for necessary approvals, easements, plan check and building permit fees, assessments and charges required for the consti lotion, use or occupancy of permanent structures or peernartentchanges iii existing facilities, The contractor shall thoroughly research permit and inspection requirements prior to submitting bids; and include all associated costs in within the base bid. 11.3 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents or fails to carry out the Work in accordance with the Contract Documents, the Owner, by a written order, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity. ARTICLE 12. THE CONTRACTOR. 12,1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, for safety, and for coordinating all portions of the Work under the Agreement, unless Contract Documents give other specific instructions concerning these matters. The Contractor shall be and operate as an independent contractor in the performance of the Work and shall have complete control over and responsibility for all personnel performing the Work. In no event shall the Contractor be authorized to enter into any agreements or undertakings for or on behalf of the Owner or to act as or be an agent or employee of the Owner. 12,2 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services neeessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 12.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Agreement, The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them:. 12,4 The Contractor warrants that materials and equipment furnished under the Agreement will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents, Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Owner, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. Materials and equipment shall be applied, installed, connected, erected; used, cleaned and conditioned in accordance with the Contract Documents. Westfield — Roof Area J2 -C Reroofing Project 2018. SECTION 007000 PAGE 3 GENERAL CONDITIONS 12.5 The Owner shall pay to the Contractor local and Washington State sales taxes as required to be paid in accordance with the laws and regulations of the place of the Project which are applicable during the performance of the Work. Contractor shall pay for all other types of taxes and fees for the Work or portions thereof provided by or through Contractor, including consumer, use, B&O, income, or other taxes, which taxes are legally enacted at the time bids are received whether or not yet effective. 12.6 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the Work. The Contractor shall promptly notify the Owner if the Drawings and Specifications are observed by the Contractor to be at variance therewith. 12.7 Contractor shall schedule, supervise and coordinate the operations of all Subcontractors. Contractor shall be fully responsible to Owner and Consultant for acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with Contractor to the extent Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create any contractual relationship between Owner or Consultant and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of Owner or Consultant to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization, except as may otherwise be required by laws and regulations. 12.8 The Contractor shall review, approve and submit to the Consultant: Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable promptness. The Work shall be in accordance with approved submittals. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other Suppliers may be accepted by Consultant if sufficient information is 1111 submitted by Contractor to allow Consultant to determine that the material or equipment proposed is equivalent or equal to that named. 1.1 12.9 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Agreement. At completion of the Work or at the Owner's request, the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 12.10 The Contractor shall provide the Owner access to the Work in preparation and progress wherever located. Iq kni 12.11 The Contractor shall pay all royalties and license fees, including a City of Seattle, Washington Business License; shall defend suits or claims for infringement of patent rights and shall hold rnl the Owner harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents unless the Contractor has reason to believe that there is an infringement of pra patent. Ild Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 4 GENERAL CONDITIONS 12.12 Subject to the following conditions, the Contractor shall defend, indemnify, and hold harmless the Owner and its agents, employees, and consultants, successors and assigns ("lndetnnitee") from and against all claims, damages, bodily injury (including death), safety related isSues, losses and expenses, direct and indirect, or consequential, including costs and attorneys' fees incurred on such claims and in proving the right to indemnification, arising out of or resulting from any act or omission of the Contractor, its agents, any of its Subcontractors of any tier, and anyone directly or indirectly employed by the Contractor or Subcontractors of any tier ("Indemnitor"). 12.12,1 The Contractor will fully indemnify Indemnitee for the sole negligence of the I nd emn itor. 12.12.2 To the extent of the lndemnitor's negligence, the Contractor will indemnify Indemnitee for the concurrent negligence of the Indemnitor. The Contractor agrees to being added by the Owner as a party to any arbitration or litigation with third parties in which the Owner alleges indemnification or contribution from the Contractor, any of its Subcontractors of any tier, any one directly or indirectly employed by any of them, or any one for whose acts any of them may be liable. The Contractor agrees that all of its Subcontractors of any tier will, in the subcontracts, similarly stipulate; in the event any does not, the Contractor shall be liable in place of such Subcontractor(s). To the extent any portion of this indemnification provision is stricken by a court or arbitrator for any reason, all reinainina provisions shall retain their vitality and effect. 12.13 Pursuant to RCW 49.70 and WAC 296-62-054 et sego the Contractor shall provide the Owner copies of and have available at the Project Site a workplace survey or material safety data sheets for all "hazardous" chemicals under the control or use of Contractor or any Subcontractor at the Project Site. Contractor shall not be entitled to any additional Contract Time or compensation arising from its failure or alleged failure to comply with this statute or regulation. 12.14 The Contractor will be responsible for planning, scheduling, managing, and reporting the progress of the Work in accordance with all of the specific methods and submittals described in this Paragraph 12.16. 12,14.1 The Contractor shall use the Contract Schedule to plan, coordinate, and prosecute the Work in an orderly and expeditious manner. The Contract Schedule will be used by the Owner and the Consultant to evaluate progress and status at the various stages of the Project, allocate funds per the cash flow information provided, determine the impact of any changes to the Contract, and establish the basis for progress payments, 12.14.2 The Contract Schedule will be reviewed by the Consultant and Owner. Such review of the Contractor's schedule shall not constitute an approval or acceptance or the Contract's construction means, methods, or sequencing, Or its ability to complete the Work in a timely manner. Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 5 GENERAL CONDITIONS 12.14.3 Within fifteen (15) calendar days after its execution of the Agreement, the Contractor shall submit a complete Contract Schedule of the Work. This Schedule will include all activities required for contract completion, including construction and installation activities; the preparation, review and approval of submittals; the procurement, delivery and installation of materials and equipment; and testing and inspections. No activity shall include the work of more than one craft or trade. Any impacts resulting from the operations of other contractors, or from operating restraints imposed by the Owner, shall be identified in the Contract Schedule. The selection and number of activities shall be subject to Owner's approval. ARTICLE 13. ADMINISTRATION OF THE CONTRACT. 13.1 The Owner will provide administration of the Agreement. 13.2 The duties and responsibilities and the limitations of authority of Consultant are set forth in the Contract Documents and shall not be extended without written consent of the Owner and the Consultant. The Consultant is not an agent of the Owner, and is not authorized to speak on behalf of or bind the Owner. 13.3 The Consultant may, upon direction of the Owner, make visits to the site at intervals appropriate to the stage of the Work to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. However, the Consultant will not be required to make exhaustive or continuous on-site inspections to check quality or quantity of the Work. 13.4 The Consultant and Owner will not have control over or charge of and will not be Iq responsible for means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Paragraphs 12.1 and 19.1. The Owner and the Consultant will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 13.5 Based on observations and evaluations of the Contractor's applications for Payment, the Owner will review and approve the amounts due the Contractor. `'d 13.6 The Owner will direct the Consultant to issue such written clarifications or interpretations as to matters of design interpretation (in the form of Drawings or otherwise) as the Consultant may 1 1' determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the 1.1 Contract Documents. If the Contractor believes that a written clarification or interpretation justifies an increase in the Contract Sum or the Contract Time, and the parties are unable to agree to the amount or 1111 extent thereof, Contractor may make a claim therefore as provided in Article 13. v 13.7 Consultant may authorize minor variations in the Work from the requirements of the Contract Documents that do not involve an adjustment in the Contract Sum or the Contract Time and are consistent with the overall intent of the Contract Documents. These will be accomplished by a Work Directive and will be binding on the Contractor, who shall perform the Work involved promptly. If Contractor believes that a Work Directive justifies an increase in the Contract Sum or an extension of the Contract Time, and the parties are unable to agree as to the amount or extent thereof, the Contractor may make a claim therefore as provided in Article 13, as soon as possible and no later than fourteen (14) calendar days after receipt of Work Directive. Westfield — Roof Area ,12..0 Reroofing Project 2018 SECTION 007000 PAGE 6 GENERAL CONDITIONS 118 The Owner will have authority to disapprove or reject Work which Owner believes to be defective, and will also have authority to require special inspection or testing of the Work, whether or not the Work is fabricated, installed or completed, 13.9 As to matter of design interpretation. Owner will direct Consultant on the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Any claim, dispute or other matters in question between Owner and Contractor, except those relating to artistic effect, will be referred to Owner in writing pursuant to Article 13. 13.10 Neither Consultant's authority to act under this Article 13 nor elsewhere in the Contract Documents, nor any decision made by Consultant in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of the Consultant or the Owner to the Contractor, any Subcontractor, any Supplier, or any other person or organisation performing any of the Work, or to any surety for any of them. 13.11 The Consultant and the Owner will not be responsible for the Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and neither the Consultant nor the Owner will be responsible for the Contractor's failure to perform any of the Work. 13.12 All claims, disputes and other matters in question of the Contractor arising out of, or relating to, the Contract Documents or the breach thereof ("claims"), except claims which have been waived under the terms of the Contract Documents, shall be decided by a dispute resolution procedure to which the Owner, Contractor and Consultant agree in a pre -construction conference, unless the parties mutually agree in writing otheiwise. Contractor shall diligently carry on the Work and maintain the progress schedule during the dispute resolution procedure, including any litigation proceedings, unless the parties mutually agree in writing otherwise. 13.12.1 The dispute resolution procedure shall provide that the Contractor give written notice to Owner of claims as soon as possible and no later than fourteen calendar (14) days after their arising, 13.112 Mediation. Contractor may bring no claim against Owner unless the claim is first subject to non-binding mediation before a single mediator under the Construction Mediation Rules of the American Arbitration Association. This requirement cannot be waived except by an explicit written waiver signed by Owner. A representative of Owner and Contractor with full authority to settle the claim must attend the mediation session. To the extent there are other parties in interest such as Subcontractors or Suppliers, their representatives, with fullauthority to settle the claim, shall also attend the mediation session. Unless the Owner and Contractor mutually agree otherwise, all unresolved claims in the Project shall be considered at a .single mediation session that shall occur prior to Final Acceptance by Owner. rni Westfield — Roof Area J2 -C SECTION 007000 PAGE 7 Reroofing Project GENERAL CONDITIONS 2018 rni 13.12.3 Litigation. Contractor may bring no litigation on claims unless such claims have been properly raised and considered in the dispute resolution procedures and subparagraphs 13.12.2 above. All unresolved claims shall be waived and released unless Contractor has strictly ral complied with the time limits of the Contract Documents, and litigation is served and filed within the earlier of (a) 120 days after the Date of Substantial Completion designated in writing by Owner (provided that mediation has closed) or (b) 60 days after Final Acceptance. This RA requirement cannot be waived except by an explicit written waiver signed by Owner. 13.13 Notwithstanding the above, Owner may demand arbitration, before a single arbitrator appointed by the .American Arbitration Association, under the Expedited Procedure of the Construction 1.• Industry Arbitration Rules within five (5) working days of the demand, for the purpose of seeking a declaratory judgment regarding the propriety of Owner's termination of Contract prior to such a termination. The hearing shall occur within seven days of the appointment of the arbitrator, and the award shall be made within two days of the close of the hearing, and shall be final and binding. ARTICLE 14. SUBCONTRACTORS. igi 14.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site, A Subcontractor of any tier includes Subcontractors as well as all direct and lower level sub -subcontractors. V 14.2 Unless otherwise stated in the Contract Documents, the Contractor, as soon as practicable after award of the Agreement, shall furnish in writing to the Owner the names of the Subcontractors for each of the principal portions of the Work. The Contractor shall not contract with any Subcontractor to whom the Owner has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. Contracts between the Contractor and Subcontractors shall (1) require each Subcontractor, to the extent of the Work to be 6.1 performed by the Subcontractor, to be bound to the Contractor by the terms of the Contract Documents, Igi and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by the ' Contract Documents, assumes toward the Owner, and (2) allow to the Subcontractor the benefit of all rights, remedies and redress afforded to the Contractor by these Contract Documents. ARTICLE 15. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS. 15.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with, other portions of the Project or other construction or operations on the site under conditions of the contract identical or substantially similar to these, including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such claim as provided elsewhere in the Contract Documents. Inl 15.2 The Contractor shall afford the Owner and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the /111 Contract Documents. Lel pal 1.21 Westfield -- Roof Area J2 -C Reroofing Project 2018 ARTICLE 16. CHANGES IN TILE WORK. SECTION 007000 PAGE 8 GENERAL CONDITIONS 16.1 The Owner, without invalidating the Agreement, may order changes in the Work consisting of additions, deletions or modifications, the Contract Sutn and Contract Time being adjusted accordingly. Such changes in the Work shall be authorized by written Contract Modification signed by the Owner, the Consultant, and Contractor or by written Work Directive Change signed by the Owner and the Consultant. 16.2 The Contract Surd and Contract Time shall be changed only by Contract Modification. 16.3 If the Owner and Contractor cannot agree on the cost or credit to the Owner from a Change in the Work, the Contractor shail keep and present, in such form as the Owner may prescribe, an itemized accounting together with supporting data. Approval may not be given without such itemization. FAILURE TO PROVIDE DATA REQUESTED BY THE OWNER SHALL CONSTITUTE WAiVEt OF ANY CLAIM FOR CHANGES IN TtIL CONTRACT fIME OR CONTRACT SUM: Notwithstanding any disagreement, Contractor shall carry on the Work and adhere to the Progress Schedule. Contractor's execution of a Contract Modification or written agreement shall constitute a waiver of claims by Contractor arising out of the work to be performed or deleted thereon, except as specifically described therein. 16.4 The total cost of any claim for an increase or decrease in the Contract Sum or any change in the Work, including a clainn under Article 13, shall be limited to the reasonable value of the following: 16:4:1 Payroll costs for craft employees in the direct employ of Contractor in the performance of the changed Work under schedules of job classifications agreed upon by Owner and Contractor. Payroll costs shall consist of salaries and wages of laborers, apprentices, journeymen and foremen pertorming and/or directly supervising the changed work on site plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, and health and retirement benefits, applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above only to the extent specifically pre -authorized by Owner. Payroll costs shall he based upon production rates no lower than those defined in R. S. Means Company Manrhour_Standards forBuild ng, C t�rrstru�tion. 16.4.2 Cost of materials and equipment incorporated in the changed Work, including costs of transportation and required third party storage thereof, and Suppliers' field services required in connection therewith, Cash discounts shall accrue to the Contractor unless Owner deposits funds with the Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. Trade discounts, rebates, refunds and returns from sale of surplus materials and equipment shall accrue to the Owner, and Contractor shall make provisions so that they may be obtained. Material costs shall be documented either by actual invoice or by supplier quotations. 16.4.3 Payments made by Contractor to the Subcontractors for changed Work performed by Subcontractors. The Subcontractor's Cost of the Work, including Fee, shall be determined in the same manner as Contractor's Cost of the Work. Subcontracts shall be subject to the other applicable provisions of the Contract Documents. Westfield — Roof Area T2 -C Reroofing Project 2018 SECTION 007000 PAGE 9 GENERAL CONDITIONS 1.6.4.4 Costs of engineers, architects, detailer, testing laboratories, and surveyors employed for services specifically related to the changed Work. 16.4.5 Supplemental costs including the following: 16.4.5.1. Rental value of construction equipment and machinery and the parts thereof whether provided by Contractor or rented from others, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof only the extent required by the changed work. Equipment shall be paid for based on prevailing rate as published in the Rental Rate Agreement between the Associated General Contractors of Washington and the Washington State Department of Transportation, latest edition, or the actual rate paid as evidenced by rental receipts, whichever is less. Hourly, weekly, or monthly rates as appropriate will be applied to yield the lowest rates. The rental value of any such equipment, machinery or parts accrues only during the time necessary for the changed work. 16.4.5.2 Cost of premiums for additional Bonds and insurance required because of changes in the Work, which is defined as: a) Contractors' liability insurance: the cost (expressed as a percentage) of any changes in the Contractors' liability insurance arising directly from the changed work; and 16.5 The cost to Owner of changes in the Work shall NOT include any of the following: 16.5.1 Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, project managers, engineers, architects, estimators, general foremen, superintendents, attorneys, auditors, accountants, purchasing and contacting agents, expediter, timekeepers, clerks or other personnel employed by Contractor's principal or a branch office, for general administration of the Work, are to be considered administrative costs covered by the Contractor's Fee. 16.5.2 Expenses of Contractor's principal, branch or site offices. 16.5.3 Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 16.5.4 Cost of premiums for bonds and insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 16.4.5.2 above). 16.5.5 Costs due to the negligence of Contractor, any Subcontractor, Supplier or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. Westfield — Roof Area 32-C Reroofing Project 2018. SECTION 007000 PAGE 10 GENERAL CONDITIONS 16.5.6 Other overhead or general expense costs of any kind and the costs of any iterri not specifically and expressly included in paragraph 16.4. 16.5.7 Payroll costs and associated expenses for super inion of Subcontractor's work. 16.6 The Contractor's Fee allowed to Contractor for all overhead, profit and other costs, including all office, home office, and site overhead (including project manager, project engineer, superintendent and general foreman time), and delay and impact costs of any kind, shall be strictly limited in all cases to a fee, based on the following percentage of the various portions of the Cost of the Work, and calculated in the manner indicated on the form of Contract Modification. Proposal: 16.6.1 For costs incurred under paragraphs 16.4.1 and 16.4.2, the Contractor's Fee shall be fifteen percent; except materials purchased by Contractor and installed by Subcontractors or by any workers not in the direct employ of the Contractor, for which the Fee shall be five percent; 16.6.2 for costs incurred under paragraph 16.4.3; the Contractor's Fee shall be ten percent; 16:6.3 no fee shall be payable on the basis tsf costs itemized under paragraphs 16.4.4, 16.4.5, and 16.5; 16.6.4 the amount of "credit" to be allowed by Contractor to Owner for any such change which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in Contractor's Fee by an amount equal to 7.5 percent of the net decrease; and 16.6.5 when both additions and credits are involved in any one change, the adjustment in Contractor's Fee shall be computed on the basis of the not change in costs. 16.6.6 The above fees shall be applied in the same manner as any Subcontractor tier. 16:7 Whenever the cost of any Work is to be determined pursuant to paragraph 16.4 or 16.5, Contractor will promptly submit on the form and in the manner required by Owner an itemized cost breakdown together with supporting data, including labor, material, equipment, and subcontract costs. Subcontract costs shall also be itemized. No change to the Contract Sum will be made without such information. 16.7.1. Where the Contrai'.t Documents provide that all or part of the Work is to be Unit Price Work. initially the Contract Sum will be deemed to include for Unit Price Work an amount. equal to the sunt of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of iTnit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Sum. Determination of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Owner and Consultant. 1I Westfield Roof Area J2 -C Reroofing Project 2018. SECTION 007000 PAGE 11 GENERAL CONDITIONS 16.7.2 Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead, profit and other costs for each separately identified item. 16.7,3 Where the quantity of any item of Unit Price Work performed by Contractor differs by more than twenty-five percent from the estimated quantity of such item indicated in the Contract Documents, and there is no corresponding adjustment with respect to any other item of Work, Contractor may make a claim for an adjustment in the Contract Sum in accordance with Article 13 if the parties are unable to agree as to the amount of any such increase. If Contractor chooses not to make a claim and the quantities differ by more than 25 percent, Owner may demand an adjustment in Unit Price Paid. 16.8 In the event Owner and Contractor do not agree upon the adjustment in Contract Sum or for Contract Time, Owner may, at its option, direct Contractor to proceed with the Work by issuing a Work Directive Change. The Contractor shall promptly perform the Work in question in accordance with the Work Directive, and Owner and Contractor shall continue to negotiate the contract adjustment. In response to Owner's order to proceed, Contractor shall be deemed to have accepted Owner's value for the Work unless, within two (2) weeks, it notifies Owner in writing of its disagreement and sets forth in detail the reasons for its disagreement and the amount or other terms that it proposes pursuant to paragraph 16.2 and Article 13. Contractor's disagreement shall in no way relieve Contractor of its obligation to comply promptly with any written notice issued by Owner or Consultant. 16.9 Claims for Concealed or Unknown Conditions. Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Contract Sum shall be equitably adjusted by Contract Modification only if a timely and proper notice and claim has been made. No increase to the Contract Sum or Time shall be allowed if Contractor knew or should have known of the concealed conditions prior to its executing the Agreement. 16.10 Claims for Additional Cost. If the Contractor wishes to make a claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work and within seven days after the occurrence of the event giving rise to such claim. No claim shall be valid unless so made. Prior notice is not required for claims relating to an emergency endangering life or property, in which case the Contractor shall proceed. If the Owner and the Contractor cannot agree on the ►� amount of the adjustment in the Contract Sum, it shall be determined pursuant to Paragraph 16.4. Iq Westfield - Roof Area 3 Reroofing Project 2018 SECTION 007000 PAGE 12 GENERAL CONDI'T'IONS 16.11 Written Notice of Claims, Any claim of the Contractor against the Owner for damages, additional payment for any reason, or extension of time, whether under the Agreement or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely written claim therefor is made pursuant to and in strict accordance with the applicable provisions of the Contract Documents; or, if (and only if) no such provision is applicable, unless such claim is set forth in detail in writing and received by the Owner within seven calendar days after the facts upon which such claim is based become known or reasonably should have become known to the Contractor. No act, omission, or knowledge, actual or constructive, of the Owner shall in any way be deemed to be a waiver of the requirement for timely written notice unless the Owner provides the Contractor with an explicit, unequivocal written waiver of timely notice. ARTICLE 17. TIME. 17.1 The date of commencement of the Work is the date established by the Owner in its "Notice to Proceed," at which time site work may begin, Within ten days of issuance of the "Notice of Award" and before any work is started on the project, the Contractor shall submit an executed contract, evidence of its bondability, certificates of insurance, and all other documents required by the Contract Documents. 1.7:2 Substantial conipleticin is defined as the status at which the Work (or a specified part thereof) has progressed to the point whore, in the opinion of Owner, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be fully utilized for the purposes for which it is intended: All Work other than incidental corrective or punch -.list work and final cleanin.g shall have been completed. The Work is not Substantially Complete if all systems and parts are not useable, if utilities are not connected and operating normally, if all required occupancy permits have not been issued, or if the Work is not accessible by normal vehicular and pedestrian traffic routes. The fact that the Owner may occupy the Work (or specific part) does not indicate that the Work is Substantially Complete, nor does such occupation toll or change any liquidated damages due to the Owner. 17.3.1 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, by unanticipated general labor disputes, fire, unusual delay in deliveries, abnormal adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond the Contractor's control, or by other causes which may justify delay, then the Contract Tithe shall be extended by Contract Modification for such reasonable time as the Owner may determine. The Contractor shall be entitled to damages for delay, limited to the liquidated rate of subparagraph 5,4, Section 00500, only where the Owner's own actions or inactions were the actual, substantial cause of the delay and where the Contractor could not have reasonably avoided the delay by the exercise of duc diligence,, 17.3.2 The Contractor (including Subcontractors) shall not in any event be entitled to damages arising out of actual or alleged loss of efficiency; morale, fatigue, attitude, or labor rhythm; constructive acceleration; home office overhead; expectant underrun; trade stacking; reassignment of workers; concurrent operations; dilution of supervision; learning curve; beneficial or joint occupancy; logistics; ripple; season change; extended overhead; profit upon damages for delay; impact damages; or similar damages. PR Westfield — Roof Area J2 -C Reroofing Project 2018. SECTION 007000 PAGE 13 GENERAL CONDITIONS 17.4 THE TIMELY COMPLETION OF THIS PROJECT IS ESSENTIAL TO THE OWNER. The Owner will incur serious and substantial special, incidental and consequential damages if Substantial Completion of the Work does not occur within the Contract Time or if Final Completion does not occur within fourteen days thereafter. ARTICLE 18. PAYMENTS AND COMPLETION. 18.1 Progress Payments. Payments shall be made as provided in Articles 5 and 6 of this 1111 Agreement. Progress payments will be made monthly for duly approved work performed during the calendar month preceding the application. Within the first ten days of each month, the Contractor shall meet with the Owner and submit a Progress Report and an itemized, notarized application for payment for tq work performed during the prior calendar month on a form approved by Owner, supported by such data substantiating the Contractor's right to payment as the Owner may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage as provided elsewhere in the Agreement. The Application for Payment will constitute a representation by CON TRACTOR to OWNER that the Work has progressed to the point indicated, that the quality of the Work is in 6.0 accordance with the Contract Documents, that all Subcontractors and Suppliers have been paid in accordance with previous pay applications, and that CONTRACTOR is entitled to the amount specified. No payment will be made for shop drawings or submittals until on-site receipt of materials, or for ✓ materials or equipment not delivered and suitably stored at the site. CONTRACTOR'S SUBMISSION OF THIS APPLICATION CONSTITUTES A CERTIFICATION THAT THE CONTRACT IS CURRENT ON THE PROGRESS SCHEDULE, unless otherwise noted on the application. 18.2 Payments may be withheld on account of (1) defective Work not remedied, (2) claims fq filed by third parties, (3) failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment, (4) reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum, (5) damage to the Owner or another contractor, (6) reasonable evidence that pq the Work will not be completed within the Contract Time and that the unpaid balance would not be adequate to cover damages for the anticipated delay, (7) failure to carry out the Work in accordance with the Contract Documents, (8) delay by Contractor and/or its Subcontractor(s). 11 Wol Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 14 GENERAL CONDITIONS 18.3 When Contractor considers the entire Work ready for its intended use, Contractor shall notify Owner and Consultant in writing that the entire Work is Substantially Complete (except for items specifically listed by Contractor as incomplete) and request that Consultant issue a certificate of Substantial Completion. Within five working days thereafter, Owner, Contractor and Consultant shall make an inspection of the Work to determine the status of completion, If Consultant does not consider the Work Substantially Complete, Consultant will notify Contractor in writing giving the reasons therefor. Contractor shall thereupon expeditiously complete the Work, again request an inspection, and pay the costs associated with the inspection, including Consultant's fees. If Consultant considers the Work Substantially Complete, Consultant will prepare and deliver to Owner a tentative certificate of Substantial Completion and a tentative list of items to be completed or corrected before final payment. Immediately before partial or complete occupancy by Owner, an inspection tour of the area to be occupied will be scheduled by Consultant. Owner, Consultant, and Contractor will jointly tour the area and record mutually agreed items still remaining to be finished and/or corrected as well as items for which there is not mutual agreement. Any items missed by the inspection but required or necessary for Final Completion of the Work shall be supplied and installed by the Contractor as a part of the Contract Sum, notwithstanding their not being recorded during the inspection tour. Owner shall have seven calendar days after receipt of the tentative certificate during which to make written objection to Consultant as to any provisions of the certificate or attached list. Within five working days of delivery of the tentative Certificate of Substantial. Completion, Owner will deliver to Contractor a written division of responsibilities pending final payment between Owner, and Contractor with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties. Unless Owner notifies Contractor and Consultant otherwise prior to Consultant's issuing the definitive Certificate of Substantial. Completion, the aforesaid recommendation will be binding on Contractor until final payment. The fact that Owner may occupy the Work or designated portion thereof does not indicate that the Work is Substantially Completed, nor does such oceupatiort toll or change any liquidated damages due Owner. 1641 After Contractor has completed such corrections to the satisfaction of Consultant and delivered maintenance and operating instructions. schedules, guarantees, certificate of inspection, marked -up record documents and other documents, as required by the Contract Documents, and after Consultant has indicated that the Work is acceptable, Contractor may make application for final•payrnent following the procedure for progress payments: The final Application for Payment shall be accotnpanied by documentation called for in the Contract Documents, together with complete and legally effective releases or waivers (satisfactory to Owner) of liens arising out of or filed in connection with the Work. In lieu thereof and as approved by Owner, Contractor may furnish receipts or releases in full; an affidavit of Contractor that the releases and receipts include labor, services, material and equipment for which a lien could be filed, and that payrolls, material and equipment bilis, and other indebtedness connected with the Work for which Owner or Owner's property might in any way be responsible, have been paid in full or otherwise satisfied; and consent of the surety, if any, to final payment. If any Subcontractor or Supplier refuses or fails to furnish a release or receipt in full because of a dispute, retainage will be withheld. Contractor shall indemnify and hold Owner harmless from any such liens, including expenses and attorney's fees, including those incurred in proving right to indemnification. lewd v bow fq Westfield — Roof Area J2 -C Reroofing Project 2018. SECTION 007000 PAGE 15 GENERAL CONDITIONS 18.5 Neither final payment nor any remaining retained percentage shall become due until any required occupancy permit has been issued and the Contractor submits final completion to the Owner. 18.6 If any Subcontractor of any tier or supplier refuses to furnish a release or waiver required by the Owner, the Owner may retain in the fund, account, or escrow funds in such amount as to defray the cost of foreclosing the liens of such claims and to pay attorneys' fees, the total of which shall be no less than 150% of the claimed amount. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. 18.6.1 Final Payment by Owner. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from (1) liens, Claims, security interests or encumbrances arising out of the Agreement and unsettled; (2) failure of the Work to comply with the requirements of the Contract Documents; or (3) terms of warranties required by the Contract Documents. 18.6.2 Final Payment to Contractor. Acceptance of final payment by the Contractor shall constitute a waiver of Claims except those previously made in writing and identified in writing as unsettled at the time of the final application for payment. 18.6.3 Contract Modifications. The execution of a Contract Modification shall constitute r a waiver of claims by the Contractor arising out of the Work to be performed or deleted pursuant to the Contract Modification, except as specifically described in the Contract Modification. ml General reservations of rights will be deemed waived and void. kir 18.7 Contractor warrants and guarantees that title to Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the v time of payment free and clear of liens. Contractor shall promptly pay (and secure the discharge of any liens asserted by) all persons properly furnishing labor, equipment, materials or other items in connection with the performance of the Work (including, but not limited to, any Subcontractors and suppliers). Contractor shall furnish to Owner such releases of claims and other documents as may be requested by Owner from time to time to evidence such payment (and discharge). Owner may, at its option, withhold payment, in whole or in part, to Contractor until such documents are so furnished. If Contractor does not receive payment for such cause which is not the fault of a particular Subcontractor, Contractor shall pay that Subcontractor on demand, made at anytime after which such payment to Contractor would have been made, for its satisfactorily completed work, less the retained percentage. 6J ARTICLE 19. PROTECTION OF PERSONS AND PROPERTY. 19.1 The Contractor shall be responsible for all aspects of safety , including initiating, ►.+ maintaining, and supervising all safety precautions and programs in connection with the performance of the Agreement. The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to (1) employees on the Work and other persons who may be affected thereby; (2) the Work and materials and equipment to be incorporated therein; and (3) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and underground facilities not designed for removal, relocation or replacement in the course of construction. Westfield — Roof Area )2C Reroofing Project 2018 SECTION 007000 PAGE 16 GENERAL CONDITIONS 19.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons and property and their protection from damage, injury or loss. The Contractor shall promptly remedy damage and loss to property at the site caused in whole or in part by the Contractor, a Subcontractor of any tier, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible, except for damage or loss attributable to acts or omissions of the Owner or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 12,12. 19.3 The Contractor shall not be required to perform without consent any Work relating to asbestos or polychlorinated biphenyl ('PCB"). ARTICLE 20. BONDS AND INSURANCE. 20.1 Insuranos„ Contractor shall purchase and maintain at its own cost in a company or companies licensed to do business in. the State of Washington such comprehensive general liability and other insurance as will provide protection from claims set forth below which may arise out of or result from Contractor's operations under the Contract Dooutrients, whether to be performed or furnished by Contractor, by any Subcontractor, by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 20,1.1 Claims under workers' or workmen's compensation, disability benefits and other similar employee benefit acts, including Contingent Employers Liability (Stop Gap); 20.1.2 Claims for damages because of bodily injury, occupational sickness or disease, or death of Conteactor's employees; 20.1.3 Claims for damages because of bodily injury, sickness or disease, or death o any person other than Contractor's employees; 20.1.4 Claims for damages insured by personal injury liability coverage which are sustained (a) by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or (b) by any other person for any other reason; 20.1,5 Claims for dainagee, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; 20.1.6 Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; 20.1.7 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, including coverage for Owned Motor Vehicles, Non -Owned Motor Vehicles and Hired or Borrowed Motor Vehicles; and Westfield — Roof Area J2 -C Reroofing Project 2018 20.1.8 Blanket Contractual Liability. SECTION 007000 PAGE 17 GENERAL CONDIT.IONS 20.2 The insurance required by this paragraph 20.2 shall be written on an occurrence basis, for not less than the following (or greater if required by law): 20.2.1. Worker's Compensation (a) State: Statutory (b) Employer's Liability: $500,000 20.2.2. Comprehensive General Liability (including Premises -Operations; Independent Contractor's Protective; Products and Completed Operations; Broad -Form Property Damage): (a) Bodily Injury; Property Damage; Combined Single Limit: $1,000,000 Each Occurrence (b) Products and Completed Operations to be maintained for two years after final payment. (c) Property Damage Liability Insurance shall provide X, C and U coverage. 20.2.3. Blanket Contractual Liability: (a) Bodily Injury; Property Damage; Combined Single Limit; $1,000,000 Each Occurrence 20.2.4. Personal Injury, with Employment Exclusion Deleted: $1,000,000 Each Occurrence 20.2.5. Comprehensive Automobile Liability: (a) Bodily Injury; Property Damage; Combined Single Limit: $1,000,000 Each Occurrence 20.2.6. True umbrella coverage, which provides excess limits over the primary layer and broader scope, in an amount not less than $1,000,000. 20.2.7. The Owner and Consultant shall be named as an additional insured on such policies other than State Workers Compensation. The Owner's specification or approval of this insurance or of its amount shall not relieve or decrease the liability of the Contractor under the Contract Documents or otherwise. Policies shall contain a provision that the Owner shall be given 30 -days written notice by certified mail before cancellation of any insurance or reduction of the amount thereof, or any alteration, modification or restriction thereto. Westfield -- Roof Area 32-C Reroofing Project 2018 SECTION 007000 PAGE 18 GENERAL CONDITIONS 20,3 unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain, in a company authorized to do business in the State of Washington, property insurance upon the Work at the site to the full insurable value thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions of required by Laws and Regulations). This insurance shall include the interest of Owner, Contractor, Subcontractors, Consultant and Consultant's consultants in the Work, all of whom shall be listed as insured or additional insured parties. shall insure against the perils of fire and extended coverage and shall include "all risk" insurance for physical loss and damage including, without duplication of coverage, theft, vandalism and malicious mischief, collapse and water damage, and such other perils as may be provided in the Supplementary Conditions, and shall include damages, losses and expenses arising out of or resulting from any insured loss or incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers, architects, attorneys and other professionals). If not covered under the "all risk" insurance or otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain similar property insurance on portions of the Work stored on and off the site or in transit when such portions of the Work are to be included in an Application for Payment. The Owner shall bear no responsibility for such portions of the Work or the consequences of their damage or loss. 20,4 Contractor shall purchase and maintain such boiler and machinery insurance for applicable equipment utilized or contained in the Work, which will include the interests of Owner, Contractor, Subcontractors, Consultant and Consultant's consultants in the Work, all of whom shall be listed as insured or additional insured parties. 20.5 Owner shall not be responsible for purchasing and maintaining any property insurance to protect the interest' of Contractor, Subcontractors or others in the Work to the extent of any deductible amounts in its policies, The risk of loss within the deductible amount will be borne by Contractor, Subcontractor or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each t'nay purchase and maintain it at the purchaser's own expense. 20.6 WAIVER OF RIGHTS 20,6,1 Owner and Contractor waive all rights against each other for losses and damages caused by any of the perils covered by the policies of insurance provided in response to paragraphs 20,4 and 20.5 and any other property insurance applicable to the Work, and also waive such rights against the Subeontractors; Consultant, Consultant's consultants and other parties named as insureds in such policies for losses and damages so caused. Each subcontract between Contractor and a Subcontractor will contain similar waiver provisions by the Subcontractor in favor of Owner, Contractor, Consultant, Consultant's consultants and all other parties named as insureds. None of the above waivers shall extend to the rights that any of the insured parties may have to the proceeds of insurance held by Owner as Trustee or otherwise payable under any policy so issued, L r Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 19 GENERAL CONDITIONS 20.6.2 Owner and Contractor intend that any policies provided in response to paragraphs `• 20.4 and 20.5 shall protect the parties insured and provide primary coverage for losses and damages caused by the perils covered thereby. Accordingly, such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any of the parties named as insured or additional insured, and if the insurers require separate waiver forms to be signed by Consultant or Consultant's consultant, Owner will obtain the same, and if such waiver forms are required of any Subcontractor, Itool Contractor will obtain the same. 20.7 Any insured loss under the policies of insurance required by paragraphs 20.4 and 20.5 will be adjusted with Owner and made payable to Owner as trustee for the insured, as their interests may appear, subject to the requirements of any applicable mortgage clause. Owner shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Contract Modification or Written Amendment, or be a separate contract, at Owner's option. 20.8 If Owner has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contractor in accordance with paragraphs 20.2 and 20.3 on the basis of its not complying with the Contract Documents, Owner shall notify Contractor in writing thereof within ten days of the date of delivery of such certificate to Owner. If Contractor has any objection to the coverage afforded by or other provisions of the policies of insurance required to be purchased and maintained by Owner on the basis of their not complying with the Contract Documents, Contractor shall notify Owner in writing thereof within ten days of the date of delivery of such contracts to Contractor. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided by each as the other may reasonable request. Failure by Owner or Contractor to give any such notice of objection within the time provided shall constitute acceptance of such insurance purchased by the other as complying with the Contract Documents. fU 20.9 If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of the Work, such use or occupancy may be accomplished, provided that no such use or occupancy shall commence before the insurers providing the property insurance have rai acknowledged notice thereof in writing and have effected any changes in coverage necessitated thereby. 'owl The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or lapse on account of any such partial use or occupancy. Such use or occupancy by Owner shall not indicate Substantial Completion, or acceptance, nor toll or change any liquidated damages due Owner. 1 ARTICLE 21. CORRECTION OF WORK. 21.1 The Contractor shall promptly correct Work rejected or failing to conform to the PIM requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of two years from the date of Substantial Completion of the Agreement or by terms of an applicable special warranty required by the Contract Documents. The provisions of this Article 21 apply to Work done by Subcontractors of any tier hal as well as to Work done by direct employees of the Contractor. P ►.r I# Westfield — Roof Ar Reroofing Project 2018 J2C SECTION 007000 PAGE 20 GENERAL CONDITIONS 21.2 Nothing contained iri this Article 21 shall be construed to establish a period of limitatiot with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the time period of two years as described in Paragraph 21,1 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the tithe within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. ARTICLE 22. MISCELLANEOUS PROVISIONS. 22.1 Applicable Law. The Agreement shall be governed by the law of the State of Washington. 22.2 Statutes. The Contractor shall abide by the provisions of all applicable Washington statutes. The statutes referenced in the Contract Documents, are not meant to be a complete list and should not be relied upon as such, 22.3 Contractor Registration. Pursuant to RCW 39.06. the Contractor shall be registered or licensed as required by the laws of the State of Washington, including but not limited to RCW 18.27. 22,4 Law Against :Discrimination. Contractor should comply with pertinent statutory provisions relating to public works of RCW 49.60. 22.5 Provisions for Aged and Handicapped Persons. Contractor should comply with pertinent statutory provisions relating to public works of RCW 70.92. 22.6 Safety Standards. Contractor should comply with pertinent provisions of Chapter 296-155 WAC, "Safety Standards for Construction Work." 22.7 Unemployment Compensation. Pursuant to RCW 50.24 in general and RCW 50.24.130 in particular, the Contractor shall pay contributions for wages for personal services performed under this Agreement or arrange for a bond acceptable to the commissioner. 22.8 Drug.Eree Workplace. The Contractor and all Subcontractors shall fully comply with all applicable federal, state, and local laws and regulations regarding drug-free workplace, including the Drug -Free Workplace Act of 1988. Any person not fit for duty for any reason, including the use of alcohol, controlled substances, or drugs, shall immediately be removed from the Work. Westfield — Roof Area J2 -C Reroofing Project 2018 ARTICLE 23. TERMINATION OF THE CONTRACT. SECTION 007000 PAGE 21 GENERAL CONDITIONS 23.1 Owner may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety calendar days by notice in writing to Contractor and Consultant, which will fix the date on which Work will be resumed. Contractor shall be allowed an increase in the Contract Sum or an extension of the Contract Time, or both, directly attributable to any suspension if Contractor makes an approved claim therefor as provided in Article 13. 23.2 Upon the occurrence of any one or more of the following events: 23.2.1 if Contractor commences a voluntary case under any chapter of the Bankruptcy Code, as now or hereafter in effect, or if Contractor takes any equivalent or similar action by filing a petition or otherwise under any other federal or state law in effect at such time relating to the bankruptcy or insolvency; 23.2.2 if a petition is filed against Contractor under any chapter of the Bankruptcy Code as now or hereafter in effect at the time of filing, or if a petition is filed seeking any such equivalent or similar relief against Contractor under any other federal or state law in effect at the time relating to bankruptcy or insolvency; 23.2.3 if Contractor makes a general assignment for the benefit of creditors; 23.2.4 if a trustee, receiver, custodian or agent of Contractor is appointed under applicable law or under contract, whose appointment or authority to take charge of property of Contractor is for the purpose of enforcing a lien against such property or for the purpose of general administration of such property for the benefit of Contractor's creditors; 23.2.5 the Contractor fails to make prompt payment to Subcontractors or for materials or labor; 23.2.6 if Contractor fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule as revised from time to time); 23.2.7 if Contractor disregards laws or regulations of any public body having jurisdiction; 23.2.8 if Contractor disregards the authority hereunder of Owner, or Consultant; or 23.2.9 if Contractor otherwise violates in any substantial way any provision of the Contract Documents; owner may, seven days after giving a written Notice of Termination to Contractor and to the extent permitted by laws and regulations, terminate all or a portion of the Work of Contractor, exclude Contractor from the site and take possession of the Work and of Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which Owner has paid Contractor but which are stored elsewhere, and finish the Work as Owner may Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 22 GENERAL, CONDITIONS deem expedient, in such case Contractor shall not be entitled to receive any payment until the Work is finished. If the unpaid balance of the Contract Sum exceeds the direct, indirect, impact, and consequential costs to Owner of completing the Work (including but not limited to fees and charges of engineers, architects, and other professionals and court costs), such excess will be paid to Contractor. If such costs exceed such unpaid balance, Contractor shall pay the difference to Owner. Sueh costs incurred by Owner will be incorporated in a Contract Modification, but when exercising any rights or remedies under this paragraph Owner shall hot be required to obtain the lowest price for the Work performed. 23:3 Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. 23.3.1 The Owner niay, at any time upon ten days' written Notice of Termination to the Contractor terminate (without prejudice to any right or remedy of the Owner) the whole or any portion of the Work for the convenience of the Owner. 23.3.2 If the Owner terminates the Work or any portion thereof for convenience, the Owner ahal:l be liable to Contractor only for those costs reimbursable to Contractor in accordance with subparagraph 23.33, plus ten percent of the actual costs recovered under 23.3.3, unless the Contractor would have sustained a loss in the entire Contract had it been completed, in which case the 10% markup will not be included, and an appropriate adjustment will be made to reduce the amount due the Contractor in proportion to the rate of loss. 23.3.3 If the Owner terminates the Work or any portion thereof for the convenience, the Owner shall pay the Contractor as follows: 23.13.1 an amount consistent with the terms of the Contract Documents for supplies, services, or property accepted by the Owner pursuant to subparagraph 23.4,1A (or sold or acquired pursuant to subparagraph 23.4.1.7) for which the Owner has not paid; 23.33.2 the cost incurred in the performance of the Work terminated exclusive daily costs attributable to supplies or services otherwise paid or to be paid for tinder this subparagraph; and 23.3.3.3 the cost of settling and paying claims arising out of the termination of Work under subcontracts or orders, pursuant to subparagraph 23.4.1.5, Which are properly chargeable to the terminated portion of the Work (exclusive of amounts paid or payable on account of completed items of equipment delivered or services furnished by subcontractors or vendors prior to the effective date of the Notice of Termination). rui Iii in i 11 A Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 007000 PAGE 23 GENERAL CONDITIONS 23.3.4 The total sum to be paid to the Contractor under this Paragraph 23.3 shall not exceed the Contract Sum as reduced by the amount of payments otherwise made, the price of Work not terminated, and as otherwise permitted by this Contract. The amounts payable to the Contractor shall exclude the fair value of property that is destroyed, lost, stolen, or damaged so as to become undeliverable to the Owner or to a buyer. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by owner will not release Contractor from liability. 23.4.1 Upon receipt of any Notice of Termination, Contractor shall, unless otherwise directed by Owner: 23.4.1.1 discontinue performance of the Work on the date and to the extent specified in the Notice of Termination; 23.4.1.2 place or enter into no further agreements with any Subcontractor or Supplier for materials, equipment, services or facilities, except as may be necessary for completion of such portion of the Work as is not terminated; 23.4.1.3 in the manner and at the times and to the extent directed by Owner, either terminate or assign to Owner Contractor's right, title and interest under the agreements with any Subcontractors or Suppliers to the extent relating to Work terminated by the Notice of Termination; 23.4.1.4 transfer title and deliver to Owner in the manner, at the times and to the extent, if any, directed by Owner, (i) the materials, equipment, Work in process and completed Work and other items produced as a part of, or acquired in connection with, the performance of the Work terminated by the Notice of Termination and (ii) the completed or partially completed plans, drawings, information and other property which, if the Work had been completed, would have been required to be furnished to Owner; 23.4.1.5 settle, subject to the prior written approval of Owner, outstanding liabilities and claims arising out of any termination directed by Owner of agreements with Subcontractors or Suppliers not assigned to Owner; 23.4.1.6 use its best efforts to minimize its costs and expenses due to such termination; 23.4.1.7 use its best efforts to sell, to the extent and at the prices subject to the prior written approval of Owner, any materials, equipment, Work in process, completed Work and other items produced as a part of, or acquired in connection with, the performance of the Work terminated by the Notice of Termination, to the extent not delivered to Owner pursuant to item (.4) above, provided, that Contractor may acquire such materials, Work in process, completed Work and other items to the extent and at such prices subject to the prior written approval of Owner, and provided further that the proceeds of any such sale or acquisition shall be applied in reduction of any payments to be made by Contractor to Owner or paid by Contractor to Owner in such manner as Owner may direct; Westfield — Roof Area .12-C Reroofing Project 2018 SECTION 007000 PAGE 24 GENERAL CONDITIONS 23.4.1.8 coMpletc timely performance of such part of the Work as has not been terminated by the Notice of Termination; and 23.4.1.9 take such action as may be necessary, or as Owner may direct, for the protection and preservation of the property related to the Contract which is in the possession of Contractor (whether or not at the Project site) and in which Owner has or may acquire an interest, 23.4.2 After receipt of Notice of Termination, Contractor shall submit to Owner any termination claim it may have in the form and with the certification prescribed by Owner. Such claim shall be submitted promptly but in no event later than three (3) months after the effective date of the termination. If Contractor fails to submit its termination claim within such three (3) month period, Owner may determine on the basis of information available to it the amount, if any, due Contractor by reason of the termination, and such determination shall be final. After Owner has made a determination under this paragraph, Owner shall pay or credit to Contractor the amount so determined, which payment or credit shall be deemed to satisfy claims of Contractor against owner by reason of such. termination. 23.4.3 Upon any termination (for convenience) pursuant to paragraph 21.2, Contractor waives any and claims for additional compensation or damages (including any claim for loss of anticipated profits) on account thereof, and the sole remedy of Contractor shall be to receive payment or credit as provided in this Paragraph. Upon such termination, Contractor shall be entitled to be paid or credited that portion of the Contract Sum otherwise payable under the Contract which is allocable to Work satisfactorily performed at the Project site together with Contractor's actual reasonable costs occasioned by such termination and not previously paid for, less the aggregate amount of any payments previously made to Contractor under the Work. If at the date of such termination Contractor has properly prepared or fabricated off the Project site any goods for subsequent incorporation at the Project site, and if Contractor delivers such goods to the Project site or to such other place as Owner shall direct, then Contractor shall be paid as specified elsewhere in the Contract Documents (less the cost of completion for uncompleted goods) for such goods. In no event, however, shall Contractor be entitled to be paid or credited an amount in excess of Contractor's actual reasonable costs occasioned by such termination plus the total Contract Sum payable under the Contract Documetit(s) (a) reduced by the aggregate amounts of payments made to Contractor under the Contract and (b) further reduced by that portion of the total Contract Sum which is allocable to Work with regard to which the Agreement is not so terminated. 23.4.4 In arriving at the amount due Contractor under paragraph 23,2, there shall be deducted (a) unliquidated advance or other payments on account made to Contractor, applicable to the terminated portion of the Work, (b) any claim which Owner may have against Contractor in eorinection with the Work or the Contract Documents, and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by Contractor or sold, pursuant to this Paragraph, and not otherwise recovered by or credited to Owner, Westfield — Roof Area J2 -C Reroofing Project 2018. SECTION 007000 PAGE 25 GENERAL CONDITIONS 23.4.5 In the event of any termination pursuant to Paragraph 23.3 of all or any portion of the Work, Owner may at its option take over the Work as to which the Agreement is terminated and prosecute the same to completion, by contract or otherwise. 23.4.6 Unless otherwise provided for in the Contract Documents, Contractor, from the effective date of termination and for a period of three (3) years after final settlement, shall preserve and make available to Owner for examination, copying and auditing, at reasonable times at the office of Contractor and without charge, its books, records, documents and other evidence bearing on the costs and expenses of Contractor under the Agreement and relating to the Work as to which the Agreement is so terminated. 23.5 If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety calendar days by Owner or under an order of court or other public authority, or Owner fails to act, favorably or unfavorably, on any Application for Payment within thirty days after it is submitted, or Owner fails for thirty days to pay Contractor any sum determined by Owner to be due, then Contractor may, upon seven calendar days' written notice to Owner and Consultant, terminate the Agreement and recover from Owner payment for Work executed and any expense sustained plus reasonable termination expenses. In addition and in lieu of terminating the Agreement, if Owner has failed to act on an Application for Payment or Owner has failed to make any payment as aforesaid, Contractor may upon seven calendar days' written notice to Owner and Consultant stop the Work until payment of amounts then due. The provisions of this paragraph shall not relieve Contractor of the obligations to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with Owner. END OF SECTION 007000 6.4 nal rutral Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 010100 Summary of Work 1.01 GENERAL REROOFING SCOPE SECTION 010100 PAGE 1 SUMMARY OF WORK A. Work under this contract is for removal and reroofing specified areas of the low -slope built-up roof, and performing metal flashing replacement as indicated in the project documents. Work, as defined in the Contract Documents, includes but is not limited to: 1. Base Bid - Westfield - Specified Roof Area J2 -C At low slope roof areas indicated in the plans, the scope of work will include removal of the existing roof system to the decking, installation of new substrate board, self -adhered vapor retarder, new insulation to meet minimum thermal resistance of R-21 mechanically attached, tapered insulation for drainage, coverboard adhered, and a torch applied modified bitumen roof system. Work includes removal and replacement of various flashings with new liquid flashing to complete a watertight roof assembly, with installation of liquid flashing membrane at drain sumps. At one (1) concrete pad roof area indicated in the plans, the scope of work will include installation of a reinforced liquid membrane flashing. Work includes removal and replacement of Unistrut with round metal pipes with welded caps and bases, and liquid flashing at various penetrations to complete a watertight liquid applied roof assembly. Remove existing metal panels (approximately 30 -feet) at north rising wall, and replace with new to match existing replaced panels. 2. Alternate Bid — Specified concrete pad roof areas at Roof Area J2 — A & B At three (3) concrete pad roof areas indicated in the plans, the scope of work will include installation of a reinforced liquid membrane flashing. Work includes removal and replacement of Unistrut with round metal pipes with welded caps and bases, and liquid flashing at various penetrations to complete a watertight liquid applied roof assembly. 1.02 CONTRACTOR'S USE OF PREMISES A. Contractor shall limit the use of the premises for work and for storage, to allow for Owner occupancy, and/or work by other Contractors. 13. Coordinate use of site with the Owner prior to utilization of area. Providing barriers and security is Contractor's responsibility. C. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site. D. Move any stored products, under Contractor's control, which interfere with operations of the Owner or separate contractor. E. Contractor is responsible for becoming thoroughly familiar with building spaces and building Westfield - Roof Area J2�C Reroofing Project 2018 SECTION 010100 PAGE 2 SUMMARY OF WORK systems that may be impacted by Contractor's work: Prior to commencement of work by Contractor, Contractor shall meet with the Owner and conduct an inspection of adjacent building interiors to determine what precautions or protection of occupant property, equipment, or surfaces are deemed appropriate. F. Notify Owner's representative in writing of any equipment, fans, etc. that require Owner disconnect. Any disconnection of equipment, fans, etc. by Contractor shall be reconnected in. manner equal or better than original, and shall be in accordance with any and all applicable code requirements. Contractor shall take reasonable care to avoid causing debris to drop from the existing ceiling. Dropping rolls of roofing or other materials on the roof deck and causing debris to drop will not be acceptable. Damage to structure, vehicles or interior equipment will be repaired at Contractor's expense. 1.03 OWNER OCCUPANCY A. The facility will be oeeupied during construction: Cooperate with the Owner to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the normal operations. All necessary additional precautions to protect tenants shall be included in the Contract Sum for any Work to be performed during periods of occupancy. 1.04 BUILDING PERMIT A. If required, Contractor shall obtain building permit from tlae city/county of jurisdiction. Contractor to verify prior to bid. 1.05 TERMS AND DEFINITIONS A. The term `indicated' is a cross reference to details, 'notes or schedules on the drawings, other paragraphs or schedules in the Project Manual, and similar means of recording requirements in the contract documents. B. Where terms such as "shown", "noted", "scheduled" and "specified" are used in lieu of "indicated", it is for the purpose of helping the reader accomplish the cross reference and no limitation of location is intended except as specifically noted. C. Where not otherwise explained, terns such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted" and "permitted" mean "directed by the Owner", "requested by the Owner'', etc. However, no such implied meaning will be interpreted to extend the Consultant's responsibility into the Contractor's area of construction supervision. D. The meaning of the word "approve", where used in conjunction with Consultant's response to submittal, requests, applications, inquiries, reports and claims by Contractor, will be held to limitations of Architect's responsibilities and duties as specified in the Conditions of the Contract. In no case will "approval" by Consultant be interpreted as a release of Contractor from responsibilities to fulfill requirements of the contract documents. D. The word "installer" is a person or entity engaged by the Contractor or his subcontractor for the performance of a particular unit of work at the project site, including installation, erection, Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 010100 PAGE 3 SUMMARY OF WORK application and similar required operations. It is a general requirement that Installers be recognized experts in the work they are engaged to perform. F. The word "provide" means to furnish and install. END OF SECTION 010100 L., 4. Coordination with other trades. Stamped and signed by affected trades on each submittal. Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 001300 SUBMITTALS PART 1— GENERAL SECTION 013000 PAGE 1 SUBMITTALS L1 SECTION INCLUDES A. Make all submittals to Roofing Consultant. B. Pay all costs of reproduction, distribution, and materials. C. Accompany submittals with transmittal letter containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Supplier(s)/Manufacturer(s): a. Name. b. Address. c. Telephone number. d. Representative's name. 5. Number of Copies/Shop Drawings, Product Data and Samples. 6. Identification of product or material, as appropriate: a. Detail number. b. Location. c. Specification Reference. d. Applicable Standard. e. Finishes. f. Identification of deviations from Contract Documents, 7. 4" x 5" blank space for Consultant's stamp. 8. Contractor's certification stamp, signed. 9. Identification of revisions on resubmittals. D. Additional Information Required on Submittals: 1. Relation to adjacent structure or materials. 2. Fabrication methods, assembly, installation, accessories, fasteners, and other pertinent information. 3. Field dimensions, clearly identified. Westfield — Roof Area 32-C Reroofing Project 2018 SECTION 013000 PAGE 2 SUBMITTALS E. Provide submittals in the following quantities: 1. Shop Drawings: Two opaque reproductions. After Owner/Consultant's re -View, reproduce and distribute as specified. 2. Product Data (except MSDS): Submit a minimum of two copies; to be retained by Owner for use by Owner and Consultant; upon review. 1.2 CONTRACTOR REVIEW A. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents. B. Coordinate submittals with requirements of Work and of Contract Documents. C. Contractor shall sign submittal transmittal, certifying review, verification of field measurements, and Contract Documents compliance. REVIEW AND SIGNING BY CONTRACTOR REQUIRED BEFORE SUBMITTAL TO CONSULTANT. D. NOTIFY OWNER IN WRITING AT TIME OF SUBMITTAL OF ANY DEVIATIONS FROM REQUIREMENTS OF CONTRACT DOCUMENTS, SFE SECTION 016300 SUBSTITUTIONS AND PRODUCT OPTIONS. E. Do not fabricate products or begin work which requires submittals until return of submittal with Owner/Consultant acceptance, PART 2 - SHOP DRAWINGS 2d SUBMIT SHOP DRAWINGS FOR FABRICATED AND OTHER WORK, AS REQUIRED BY SPECIFICATIONS. FABRICATE NO WORK UNTIL SHOP DRAWINGS HAVE BEEN ACCEPTED. 1. Show by whom materials, items, work, and installation are supplied, performed, or installed. Designate every item, fastener, material article, and the like, of installations. DO NOT use the expression "by others". 2. If Shop Drawings show variations from Contract requirements because of standard shop practices or other reason, make specific mention of such variations in transmittal. a. If indicated departures affect a correlated function, item, article, work, installation or construction of other trades, make note of it in your transmittal. If extra cost is involved in related changes, the Contractor assumes ail such costs. 3. If the Owner/Consultant makes changes in the Shop Drawings varying from Contract and causing Contract Sum deviation, notify the Owner and do not proceed with fabrication or installation until you receive written instructions or a Modification Proposal from the Owner. 4. Present in a clear and thorough manner. Identify details by reference to sheet and detail, schedule, room numbers, or other reference shown on Contract Drawings. Do not submit freehand drawings. 5. Maximum Sheet Size: 11 x 17 inches or multiples of 8 1/2 x 11 inches. ril l'l 2. Supplement to provide pertinent information. C. Manufacturer's Instructions: Manufacturer's instructions for storage, preparation, assembly, installation, start-up, adjusting, and finishing as required by applicable Specification Section. D. MSDS: For each and every substance which is known to be present in the workplace, and for which a Materials Safety Data Sheet exists, submit Materials Safety Data Sheets (MSDS) in PM accordance with WAC 296-62-054 through -05427, Hazard Communication Standard (available from Department of Labor and Industries). Note: MSDS must be submitted in advance of usage of any material on the site. Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 013000 PAGE 3 SUBMITTALS 2.2 PRODUCT DATA A. Clearly identify on each copy, as applicable: 1. Pertinent products or models; 2. Performance characteristics and capacities; 3. Dimensions and clearances; 4. Wiring, piping diagrams, controls, and the like pertinent information. 5. Collect required data into one submittal for each unit of work or system; mark each copy to show which choices and options are applicable to project. 6. MSDS as required. B. Manufacturer's Standard Schematic Drawings and Diagrams: 1. Modify drawings and diagrams to delete inapplicable information, kmal 23 INDUSTRY STANDARDS A. General: Where submittal of a standard is specified, except where included integrally with Product Data submittal, submit a single copy for Owner's use. Where workmanship at Project Site and elsewhere is governed by a standard, furnish additional copies to fabricators, installers, and others involved in performance of the Work. 2.4 MISCELLANEOUS A. Manufacturer's Certificates and the like: Also note requirements of individual specification sections. B. Submit other pertinent data as applicable. End of Section 013000 riiria PRI kiml 11 Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 014000 QUALITY CONTROL 1.1 GENERAL SECTION 014000 PAGE 1 QUALITY COTROL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.2 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.3 MANUFACTURERS'INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, use more stringent. 1.4 MANUFACTURERS'CERTIFICATES A. When required by individual Specifications Section, submit manufacturers' certificate, in duplicate, that products meet or exceed specified requirements. 1.5 MANUFACTURERS'FIELD SERVICES A. When specified in respective Specifications Section, require supplier and manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, testing, as applicable, and to make appropriate recommendations. 13. Representative shall submit written report to Owner or Consultant listing observations and recommendations. End of Section 014000 11 MEI lal u�r tad 1 11 Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 014220 INSPECTION SERVICE 1.1 GENERAL SECTION 014220 PAGE 1 INSPECTION SERVICES A. Under this Contract an independent agency employed by Owner may perform monitoring, inspections and tests of roofing and associated work. 1. Contractor is to cooperate with and to allow full access to site by inspecting and testing agency for performance of specified inspection services. 2. Employment of Inspection Service does not relieve Contractor of obligations to perform any work under this Contract. 1.2 DUTIES OF INSPECTION AGENCY A. Examine sheathing and substrates prior to roofing. Make interim inspections as work progresses. Monitor environmental weather conditions, methods and materials for conformance to Contract Documents and good roofing practices whether or not specifically indicated by Contract Documents. 1. Perform such tests and laboratory services as may be needed to verify roofing conformance to Contract Documents and weather tightness. B. Promptly submit after each visit a written report to Contractor, Owner and others as appropriate. Inform Consultant and Contractor immediately by phone of any work in non- compliance. C. Perform additional inspections and tests requested by Consultant or Owner and when initial testing shows non-compliance with Contract Documents. D. Limitations of Inspection Agency: 1. Agency is not authorized to: a. Add, alter, revise or revoke requirements of Contract Documents. b. Approve or accept any portion of the work, c. Perform any duties of the Contractor. 1.3 CONTRACTOR'S RESPONSIBILITIES . A. Notify inspector a minimum of 48 hours before beginning work. B. Cooperate with Agency personnel. Provide required access to work. C. Facilitate inspections and tests. End of Section 014220 6.1 Westfield — Roof Area J2 -C SECTION 016300 PAGE 1 Reroofing Project SUBSTITUTIONS 2018 SECTION 016300 SUBSTITUTIONS ril PART 1 - GENERAL 1.1 SECTION INCLTJDES A. Procedures and requirements for requesting substitutions and product options to products, materials, means and methods as specified in Contract Documents shall be in accordance with the following: •r 1. Substitutions and product gptions are required to meet or exceed provisions of Contract Documents. 2. Submittal of completed Substitution Request Form, provided as part of this Section, is required for consideration of manufacturers/products not otherwise approved by Contract Documents. 1111 1.2 OPTIONS FOR SELECTING MANUFACTURERS/PRODUCTS A. Where Specifications indicate only reference or performance standards, all manufacturers/products which meet these standards and other provisions of Contract Documents may be selected by Contractor without further approval. B. Where Specifications name several manufacturers/products, Contractor is to select from only those listed. Other manufacturers/products will not be considered for substitution. C. Where Specifications name one or more manufacturers/products, but include the words "or approved" after listing, Contractor must submit any substitution request on attached Substitution k'' Request Form for consideration or acceptance. kir D. Where Specifications name only one manufacturer/product, there is no option, and no substitution will be allowed. 1.3 SUBSTITUTION PROCEDURE A. Submit written substitution requests to Owner on Substitution Request Form included in this Section. Submit two copies of each completed form and product data required. 1. Prior Approvals: Submit at least 5 days prior to Bid Date Substitutions will be approved only as listed in Addenda. 2. Substitution Requests After Contract Date: Only Substitution Requests submitted by General Contractor will be considered. Refer to Section 007000 General Conditions, Paragraph 6.7.1 through 6.7.4 for additional information. B. In making request for Substitution, Contractor represents that: 1, He has personally investigated proposed manufacturer/product, and verified that it is equal or superior in all respects to that specified. 2. He will provide work for accepted substitution, as required, for full completion in all respects. a. He has outlined any changes required in accordance with form. 3. He will provide the same guarantees and quality standards for Substitution as for specified product. Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 016300 PAGE 2 SUBSTITUTIONS 4. He waives all claims for additional costs related to Substitution which consequently become apparent, 5, Cost data is COhiplete and includes all costs and related costs relevant to the Contract. C, Owner will not consider: 1. Substitutions requested directly by a Subcontractor supplier, or anyone other than Contractor. 2. Substitutions which, if accepted, will require substantial revisions of Contract Documents. 3. Substitutions indicated or implied on Shop Drawings or other Project data submittals. a, Considerations and acceptance will be made only through proper submittal of completed Substitution Request Form, D, Roof Consultant will not consider: 1. Substitutions which, if accepted, will require substantial revisions of Contract Documents. 2. Substitutions indicated or implied on Shop Drawings or other Project data submittals. NOTE: SUBSTITUTION REQUEST FORM FOLLOWS. Westfield — Roof Area J2 -C Reroofing Project 2018 SUBSTITUTION REQUEST FORM SECTION 016300 PAGE 3 SUBSTITUTIONS TO: PROJECT NAME: CONTRACTOR: We hereby submit for consideration, the following product instead of specified item for above project: 1.1 SECTION PARAGRAPH SPECI.FIED ITEM RI Proposed substitution: Attach complete dimensional information and technical data in accordance with Section 01300, including laboratory tests, if applicable. Include complete information on changes to Drawings and Specifications, which proposed substitution would require for its proper installation. Submit with request all necessary samples and substantiating data to prove equal quality, performance, and appearance to that specified. Clearly mark Manufacturer's literature to indicate equality in performance. Indicate differences in quality of materials and construction. Fill in Blanks Below: A, Does the substitution affect dimensions shown on Drawings? Yes No If yes, clearly indicate changes. B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? C. What affect does substitution have on other trades, other Contracts, and Contract completion date? D. What affect does substitution have on applicable code requirements? Westfield — Roof Area J2 -C Re ro ofin g Project 2018 Difference between proposed substirution and specified item: SECTION 016300 PAGE 4 SUBSTITUTIONS F. Manufacturer's guarantees of the proposed and specified items are: Same Different (explain) List of names and addresses of 3 similar projects on which product was used, date of installation, and Consultant's name and address: 2. 3. 14. Cost Impact: Undersigned attests function and quality is equivalent or superior to specified items. CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE Submitted By: Title: Date: Address: Telephone: Signature! Westfield — Roof Area J2 -C Reroofing Project 2018 Remarks: SECTION 016300 PAGE 5 SUBSTITUTIONS Signature must be by person having authority to legally bind his firm to the above term. For Use by Owner: ini Accepted Accepted as Noted Not Accepted Received Too Late End of Section 016300 M V rul tuml bmi Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 017000 CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 WORK INCLUDES BUT IS NOT LIMITED TO FOLLOWING: A. Closeout Procedures B. Maintenance Manuals C. Warranties and Bonds D. Special Guarantees E. Return of Keys SECTION 017000 PAGE 1 CONTRACT CLOSEOUT 1.2 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. B. In addition to submittals required by the conditions of the Contract, provide submittals required by governing authorities, and submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. OWNER will issue a final Change Order reflecting approved adjustments to Contract Sum not previously made by Change Order. 1.3 MAINTENANCE AND WARRANTY MANUALS A. Provide Maintenance Data and Warranties bound in commercial quality, 8-1/2" x 11" three-ring binders. 1. Cover: Identify each binder with typed or printed title: MAINTENANCE INSTRUCTIONS AND WARRANTIES; list title of Project; identify subject matter of contents. 2. Arrange content by systems, under section numbers and sequence of Table of Contents of this Project Manual. 3. Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment. 4. Text: Manufacturer's printed data, or typewritten data on 20 pound paper. 5. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. B. MAINTENANCE INSTRUCTIONS 1. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Consultant/Engineer and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. 2. For Each Product or System: List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts. 3. Product Data: Mark each sheet to clearly identify specific products and component parts, and data `� applicable to installation; delete inapplicable information. a) Include product data with catalog number, size, composition, and color and texture designations. Provide information for reordering custom manufactured products. RA Mei Westfield — Rot f Area ,12-C Reroofing Project 2018 SECTION 017000 PAGE 2 CONTRACT CLOSEOUT b) Moisture -protection and Weather -exposed Products: Include product data listing applicable reference standards; chemical composition; and details of installation. Provide recommendations for inspections, maintenance, and repair. 4: Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. 5. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems. 6. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions: C. WARRANTIES, BONDS, SERVICE CONTRACTS 1, Assemble executed certificates, warranties, bonds, and any required service and nnaintenanee contracts from the respective Manufacturers, suppliers and subcontractors upon project completion. 2, Co -execute submittfils when so specified. Number of original signed copies required: TWO each: 4. Provide complete information for each item following (as applicable): a. Product or work item. b. Firm, with name of principal, address, and telephone number. c. Description of Warranty and Bond (as applicable). d. Date of beginning of warranty; duration of warranty or service and maintenance contract: e. Information for Owner's personnel, including proper procedure in case of failure. (i): Instances which might affect validity ofwarranty or bond. f Contractor, name of responsible principal, address, and telephone number. D. WARRANTIES/GUARANTEES/FORMAT: 1. Address to Owner. 2. Submit to Owner on Contractor's letterhead before final payment and aeceptan e of work by Owner. 3. Where more than one subcontractor is involved, submit guarantee for each. a. Form of Guarantee: 1) I (We), (insert the name of contractor), certify (insert name of trade or portion of work being guaranteed) installed by (insert name of appropriate sub -contractor) on the . Building, address , City , Washington, is performed in strict accordance with Contract Documents. Further, I (we) guarantee this work to be (watertight; and without leaks) (other) caused by defects in materials and workmanship, for two years from (date of substantial completion), and will repair, or replace, without delay; any defects in materials and workmanship discovered within guaranty period. Sincerely, (Name of Contractor/responsible principal/address/telephone number) Signed by Owner, Partner, or other person authorized to commit firm. RA Westfield — Roof Area J2 -C SECTION 017000 PAGE 3 rq Reroofing Project CONTRACT CLOSEOUT 2018 E. START OF WARRANTIES 1.. Warranty periods are to begin on the date of Substantial Completion of the Work. F. SPECIAL, GUARANTEES 1. Special Guarantees: These special guarantees are an extension of the guarantee of work called for in the General. Conditions. During the guarantee period, any repairs or replacements required because of defective materials or workmanship and the repairing of damage to other work caused by defective material/workmanship shall be performed by the Contractor at no cost to the Owner. 2. Provide a workmanship and materials guarantee from the materials manufacturer as required in the fq technical specifications. Define any limitations including excess traffic, blister repairs, and preventive maintenance. raj bid u End of Section 017000 Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 020500 DEMOLITION PART 1 GENERAL 1.01 DESCRIPTION SECTION 020500 - PAGE 1 DEMOLITION A. Work shall include all demolition work as required to complete reroofing and sheet metal work as described herein. 1. Carefully remove and dispose of the existing membrane roofing, related flashings, sheet metal flashing, cladding, wood siding, and other materials required to complete reroofing. B. Related Sections: 1. 061000 Rough Carpentry and Sheathing 2. 075000 Modified Membrane Roofing 3. 076200 Sheet Metal Roofing and Flashing C. Remove and dispose of any deteriorated and/or damaged sheathing and replace with like kind per Specification 061000 Rough Carpentry. D. Wire -brush clean corroded metal deck, apply rust prohibitive treatment and paint. E. Remove existing metal panels at north rising wall. F. Remove all pitch pockets as part of roof demolition. G. Provide for public protection as required by law. Keep interior of building, surrounding grounds, streets, and walks clean and free from obstruction. Furnish, install, and maintain for the duration of work all required scaffolds, chutes, tarpaulins, barricades, canopies, warning signs, platforms, and any other temporary construction necessary for proper completion of the work in compliance with all pertinent safety and other regulations. H. All adjacent or other work in the building or on site damaged by the Contractor shall be repaired or replaced at Contractor's expense to the satisfaction of the Owner's Project Manager. I. Allow no debris to accumulate in or on building, on grounds, streets, or walks daily. Remove debris from the site as demolition work progresses. Legally dispose of debris at Contractor's expense. J. Verify all drain lines are functional prior to the start of work. Contractor to be responsible to verify downspouts and drain lines are free draining and leak free upon completion of roofing work. Notify Owner for correction of any problems identified. K. Any structural damage caused by water leakage found during the work shall be reported immediately to the Owner and Consultant. Repairs agreed upon will be on a negotiated time and materials basis. L. Coordinate demolition work with other trades as required to maintain watertight conditions on a daily basis. M. Remove, protect, and store for reinstallation any existing anti -vandalism caps. END OF SECTION 02 050 v Westfield — Roof Area J2 -C Reroofing Project 2018. PART 1 GENERAL 1.01 SUMMARY SECTION 06] 000 - PAGE 1 ROUGH CARPENTRY AND SHEATHING SECTION 061000 ROUGH CARPENTRY AND SHEATHING A. This Section includes but is not limited to the following: 1. Rough carpentry work as required to complete work in accordance with plans and specifications. B. Related Sections: 1. 020500 Demolition 2. 075000 Modified Membrane Roofing 3. 076200 Sheet Metal Roofing and Flashing PRODUCTS - PART II 2.01 GENERAL A. 2x blocking: Douglas -Fir, No. 2 and better, 19 percent maximum moisture content, size as required accommodating conditions, pressure preservative treated where in contact with concrete substrates. B. Miscellaneous Framing Lumber: Douglas -Fir, No. 2 and better, 19 percent maximum moisture content, size as required accommodating conditions. C. Beveled cedar at perimeter coping to create slope. D. All wood components must be protected from moisture and stored elevated above surfaces. E. Stocked lurnber components shall not exceed load limits of the structure. 2.02 NAILS AND FASTENERS A. A. Up to 15/32" panel - 8d common or box. B. B. 15/32" and thicker panel - 10d common or galvanized box. C. C. Dimensional Lumber - 16d common or galvanized box D. D. Concrete Fasteners - Rawl Spike, minimum 1/4 inch diameter EXECUTION - PART III 3.01 EXAMINATION L A. Examine and verify that surfaces and site conditions are ready to receive work of this section. B. Verify existing substrate is clean, smooth, and dry. C. Notify roof consultant, owner's representative, and property manager minimum 7 days prior to start of the work. Westfield — Roof Area .I2.0 Reroofing Project 2018 3,02 INSTALLATION SECTION 061000 PAGE 2 ROUGH CARPENTRY AND SHEATHING A. General 1. Nail heads shall be flush with, but not penetrate, wood surface. 2. Secure wood blocking to perimeter curbs< skylight curbs, and mechanical curbs as required to achieve height minimum 10 -inches above finished roof surface. 3. Secure beveled cedar over blocking at perimeter curbs to create slope. I Al PROTECTION A, Protect wood carpentry from rioiswre until roofing is installed. END OF StCTION 061000 ral Westfield — Roof Area J2 -C SECTION 075000 - PAGE 1 ru Reroofing Project MODIFIED MEMBRANE ROOFING 2018 1.1 SECTION 075000 MEMBRANE ROOFING ril PART 1- GENERAL 1.1 SECTION INCLUDES A. Roofing consists of modified bituminous membrane roofing secured to a prepared substrate. 1.2 RELATED SECTIONS A. Division 1 — General Requirements B. Section 020500 — Demolition C. Section 061000 — Rough Carpentry D. Section 076000 — Flashing and Sheet Metal 1.3 DEFINITIONS A. Roofing Terminology: Refer to ASTM D 1079 for definitions of terms related to roofing work not otherwise defined in this Section. 1.4 PERFORMANCE REQUIREMENTS A. General: Install a watertight, modified bituminous membrane roofing and base flashing system with compatible components that will not permit the passage of liquid water and will withstand wind loads, thermally induced movement, and exposure to weather without failure. 13. FM Listing: Provide modified bituminous membrane, base flashings, and component materials that meet requirements of FM 4450 and FM 4470 as part of a roofing system and that are listed in FM's "Approval Guide", as applicable. Identify materials with FM markings. 1. Roofing system shall comply with the following: a. Windstorm Classification: Class 1-60. C, Exterior Fire -Test Exposure: UL Class A; complying with ASTM E 108, for application and slopes indicated. 1.5 SUBMITTALS A. Product data, Roofing Systems: Submit the name of the manufacturer and specification numbers and product names of all materials proposed for each type of product specified. Include in submittal installation instructions and general recommendations for each principal roofing system product required. Include data substantiating that the materials comply with requirements, including certificates and delivery logs for bulk materials. B. Shop Drawings: Include plans, sections, details, and attachments to other work, for the following: 1. Baseflashings, cants, and membrane terminations. 2. Tapered insulation layout, crickets, saddles, and tapered edge strips, including slopes. C. Tear Off: Submit tear -off work plan. Submit dump receipts prior to completion of the job. Westfield -ti Roof Area,I2-C SECTION 075000 - PAGE 2 Reroofing Project MODIFIED MEMBRANE ROOFING 2018 D. Submit ernergency phone numbers of personnel capable of responding to a roof related emergency after normal working hours. Answering service phone numbers are not acceptable for this purpose. E. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install specified roofing system and is eligible to receive the standard roofing manufacturer's warranty. Submit Manufacturer's certifications with bid proposals. F. Manufacturers: Provide primary products, including each type of roofing ply, sealant and flashings, as specified from one manufacturer. Provide secondary products which are acceptable to, and approved by, the manufacturer of the primary products. G. Maintenance Data: For roofing system to include in the maintenance manuals specified in Section 01770 - Contract Closeout. I. Warranty: Sample copy of standard roofing manufacturer's warranty stating obligations, remedies, limitations, and exclusions of warranty. 1.6 QUALITY ASSURANCE A. Single Installer Responsibility: A single installer (contractor) shall perform the work, including sheet metal work, as required by this specification; and shall be a firm specializing in roofing system work who has been in business under the sane name and ownership for at least 5 years, capable of showing successful installations similar to the work required for this project. The roofing contractor shall be certified as an approved applicator contractor by the manufacturer of the roofing system. EVIDENCE OF SAID CERTIFICATION SHALL BE WRITTEN TO THE OWNER AND SIGNED BY THE MANUFACTURER AND FORWARDED TO THE OWNER ALONG WITH THE BID, B. Owner: Notify Owner and Roofing Consultant minimum 24 hours (one full working day) prior to commencement of work. The owner may provide special inspection of the roofing application. Such inspection will not relieve the contractor of responsibility for proper completion of the work. C. Manufacturers: Provide and install primary products, including each type of roofing ply, and flashings, as specified from one manufacturer. Provide secondary products, which are acceptable to, and approved by, the manufacturer of the primary products. Install in accordance with manufacturer's instructions. D. Pre -roofing conference: Prior to the installation of the roofing system, meet at the project site with the roofing contractor, the Owner, Roofing Consultant, and other entities interested in the performance of the roofing system. Review the requirements (contract documents), submittals, proposed installation schedule, location and storage of materials, requ rement§ for inspections and testing or certifications, forecasted weather conditions, governing regulations, insurance requirements, proposed installation procedures, and any other items that may be required for completion of the project. If meeting ends with substantial disagreement between parties, determine how disagreement will be resolved, and set date for reconvened meeting. 1.7 WARRANTY A. Standard Roofing Manufacturer's Warranty: Submit a written warranty, without monetary limitation, signed by roofing system manufacturer agreeing to promptly repair leaks in the roof membrane, base flashings, and flashing resulting from defects in materials or workmanship for the following warranty period. 1. Warranty Period: 20 years. r'i ri l r=� ril 1' 111 cal 111 F11 NUJ m lam rE IRA m Fz' r+, LLL Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 075000 - PAGE 3 MODIFIED MEMBRANE ROOFING rq B. Special Project Warranty: Submit roofing Installer's warranty, signed by Installer, covering Work of this 1.1 Section, including membrane roofing, base flashing, coverboard, fasteners, and flashing, if any, for the following warranty period: 1. Warranty Period: 5 years from date of Substantial Completion. 11 rui PR 1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Delivery: Material shall be delivered in the manufacturer's original sealed and labeled containers and in quantities sufficient to allow continuity of application. B, Storage: Obtain permission of the Engineer for roof top storage. If roof top storage of materials is used, do not exceed the allowable load for the structure or 25 psf. Materials shall be stored out of direct exposure to the elements. Roll goods shall be stored on end, on a clean, flat surface. Material shall be protected against moisture so as not to allow moisture to penetrate the cover or condensation to occur beneath the cover. C. Handling: Material shall be handled in such a manner as to preclude damage and contamination with moisture or foreign matter. D. Do not leave unused felts and other sheet materials on the roof overnight or when roofing work is not in progress unless protected from weather and moisture and unless maintained at a temperature exceeding 50 F (10 C). E. Deliver and store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. F. Protect insulation, coverboard, and roofing materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store materials in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation. 1.9 PROJECT CONDITIONS A. At ambient temperatures of 40 F or less, including wind chill, precautions must be taken to ensure that cements and adhesives maintain the minimum acceptable temperature at the point of application as recommended by the roofing materials manufacturer. B. Roof deck shall be clean and dry and accepted by the roofing manufacturer before any roofing work proceeds. Roofing shall not proceed during precipitation, nor when moisture from dew is present, or if precipitation or other moisture source is expected. C. Protection against staining and mechanical damage shall be provided for adjacent surfaces as required during application of roofing. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Siplast Roofing (Contact: Brad Viles, 425-985-4852). B. Soprema Roofing and Waterproofing, Inc. (Contact: Dave Hill, 206-816-4494). Westfield — Roof Area J2 -C Reroofing Project 2018 2.2 MATERIALS SECTION 075000 - PAGE 4 MODIFIED MEMBRANE ROOFING A. SBS or APP Modified Multiple Ply Roofing to consist of the foliowing acceptable system assembly: Substrate Board 0 tion: Si last /inch DensDeck Prime Mechanically attached ti n: So r ma %,.inch DensDeck Prime Mechanically attached Vapor Retarder Tradesman Glass SA Base or Manufacturer's approved, self adhered. Soprema Sopra Vap'r or Manufacturer's approved, self adhered Vapor Retarder at sump drains Irex 40, torch applied at 5 -foot radius around sump drain locations. Tic -in to adjacent VR with asphalt roof cement. Elastophene SP 3.0, torch applied at 5 - foot radius around sump drain locations, Tie-in to adjacent VR with asphalt roof cement. Insulation Polyisocyanurate: Minimum R-21, mechanically attached. Polyisocyanurate: Minimum R-21, mechanically attached. , Tapered Insulation Expanded polystyrene: Install between layers of polyisocyanurate insulation. Utilize for taper at sumps and upslope of mechanical units. _ Expanded polystyrene: Install between layers of polyisocyanurate insulation. Utilize for taper at sumps and upslope of mechanical units. Coverboard %-inch DensDeck Prime Adhered to provide code required wind uplift resistance. %-inth DensDeck Prime Adhered to provide code required wind uplift resistance. Basesheet hex 40, torch a. . ied. FiascoEiaatotheie Farn 3.0 torch a. .lied. Midply Paradiene 20 TG, SBS ply sheet, gias reinforced torch lied, Eiastophene Clam, SBS ply sheet, glass r 'nforced. torch a.died. Suiface Sheet . . Paradiene 30 FR GR TG, SBS granulated capsheet, glass reinforced, torch a lied. Color white ouroy. Elastopheno Clam FR GR, 101 lbs/sq. SBS granulated capsheet torch -applied. Color white or gray,_ Flashing Ply Sheet Paradiene 20 SA, self -adhered basesheet applied to primed substrate, Adhere with heat application to the top surface, Sopralene Clam Stick, self -adhered basesheet applied to primed substrate. Adhere with heat application to the top surface, Flashing Surface Sheet . , Paradiene 40 FR TG, SIAS granulated capsheet, heat welded to flashing ply and capsheet, Color gray or white, . . .. . Sopralene Flant 180 FR GR, SBS granuiated capsheet, heat welded to flashing ply and capsheet. Color gray or white. rn Ps. rn m Ps. rii 111 m 1E1 r1 him tam rE 11E21 rr rr Westfield •- Roof Area J2 -C rr, Reroofing Project 2018 rD 2.3 MISCELLANEOUS PRODUCTS SECTION 075000 - PAGE 5 MODIFIED MEMBRANE ROOFING A. Sealant to be a high-grade urethane -based product, such as Sonneborn NP -1, Sikaflex la, or pre - approved. 13. Cant strips to be 3 inch perlite, as manufactured by International Permalite/GAF or Johns -Manville. C. Flat Lead: Provide 4#/sf flat lead (304inches square) at internal cast iron drains. D. Asphalt primer to be ASTM D-4173, or as approved by the system manufacturer. E. Fasteners for Securing Insulation (if specified): Corrosion resistant screws and 3" disks as provided by QMG, or Buildex, (or approved comparable) #12 size. F. Roof protection pad material to be composed of modified bitumen with polyester reinforcing and granular surfacing. The materials shall be manufactured in roll forrn with a width of 30 inches and a minimum d, thickness of 217 mils, type Paratread, as manufactured by Siplast, or equal. G. Provide manufacturer recommended termination bar to secure top edge of membrane at wall surfaces. 111 H. Cast Iron Drain Parts: Provide new cast iron clamping rings, clamp brackets, fasteners, and cast iron p g g dome strainers where existing are damaged, missing, or broken. I. Fasteners for Securing the Top of the Baseflashing Membrane: One (1) inch annular shank nails with u square head caps or of sufficient length to penetrate through the substrate or into the substrate 3/4 -inch minimum, Round Top Cap Nail by National nail or comparable. J. Blocking for supporting Gas Lines and Conduit: Composed of recycled rubber as manufactured by Eaton, Dura-Blok DB Series, or as approved. K. Liquid Applied Flashing Membrane for complex flashing details: 111 WEI 2.4 ROOF INSULATION 1. Primer: As recommended by the manufacturer. 2. Membrane: Siplast Parapro 123, Alsan RS 3. Reinforcement Fleece: As recommended by the manufacturer. All systems are to have reinforcing fleece. A. Polyisocyanurate Insulation: Closed cell foam, glass fiber or felt reinforced type facer, conforming to the following characteristics: B. Board Size: 4 foot x 4 foot or 4 foot x 8 foot C. Board Thickness: Maximum thickness of 2" per layer to achieve specified R -value; Tapered insulation to provide slope. '/4 -inch per foot Tapered Insulation to form crickets at sumps drains and upslope of mechanical units, '/z -inch per foot D. Facer: Premium performance coated glass facers; NO ORGANIC OR PAPER FACERS ALLOWED. E. Compressive Strength: Minimum 20 psi. F. Density: Minimum 2.0 pounds/cubic foot. G. Manufacturer: 1. Atlas, "AC Foam -II" and "Tapered AC Foam". 2. Johns -Manville, "E'NRG"Y 2" and "Tapered E`NRG"Y 2". 3. R Max, Inc., "Multi -Max FA" and "Tapered Thermaroof'. 4. or approved equivalent. Westfield — Roof Are 12-C Reroofing Project 2018 SECTION 075000 - PAGE 6 MODIFIED MEMBRANE ROOFING 2.5 Roof Drains A. Cast -Iron, Large -Sump, General -Purpose Rotrf Drains: 1. Manufacturers: Subject to cotnpliance with requirements, provide products by Zurti. B. Standard: ASME Al 12.6.4, for general-purpose roof drains. C. Body Material: Cast iron. D. Combination Flashing Ring and Gravel Stop: Required. E. Outlet: Bottom. F. Underdeck Clamp: Required. G. Dome Material: Cast Iron. PART 3 EXCUTION PREPARATION A: General: All surfaces shall be swept clean and that all fasteners and protuberances arc removed or are set flush to the surface of the roof deck prior to commencement of roofing. 13. Ensure that all surfaces to receive insulation or roofing membrane are free of gravel ballast, dirt, or other foreign substances, and are structurally sound. C. Do not begin placement of the roofing system until the roofing manufacturer's representative has examined surfaces to receive the roofing system and has determined that the surfaces are acceptable. D. Remove water or any other substance that would interfere with bonding of the roofing system. 3.2 GENERAL INSTALLATION REQUIREMENTS A. Install SBS and APP modified built-up roofing system according to roofing system manufacture.r's written instructions and applicable recommendations ofNRCAIARMA's "Quality Control Recommendations for Polymer Modified Bitumen Roofing." 1. Install roofing system according to applicable specification plates ofNRCA's "The NRCA Roofing and Waterproofing Manual" — most current edition. 13. Cant Strips: Install and secure preformed 45 -degree cant strips at junctures of modified built-up membrane roofing system with vertical st:rfaees or angle changes greater than 45 degrees. C. Cbordinate installing roofing system components so eoverboard and roofing plies are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast, 3.3 APPLICATION -'ROOFING IVIEMI3RANE A. General: Application shall be in accordance with roofing system manufacturer's instructions and the following requirements. Should the manufacturer's and these specifications conflict, use the more stringent requirements. B. Roofing Membrane 1. All layers including interply, and surface sheet shall be laid free of wrinkles, creases, or fishmouths and shall be laid at right angles to the slope of the deck. Sheets shall be adhesive or torch -applied. If required by the manufacturer, apply a steel weighted roller for full adhesion. All side and end laps to be a minimum of 3 inches. Lap seams in the plysheet, and capsheet shall not coincide with each other. Courses shall be staggered sufficiently to prevent stacked laps. r Westfield — Roof Area J2 -C Reroofing Project 2018 SECTION 075000 - PAGE 7 MODIFIED MEMBRANE ROOFING rr� C. Baseflashings ►� 1. The flashing ply sheet reinforcing shall be lapped a minimum of three (3) inches to itself and shall extend a minimum of four (4) inches beyond the toe of the cant and up the parapet wall, under the metal counterflashing, or wrapping the top of the wall to one (1) inch below the nailer on the outside r., face, The reinforcing sheet shall be heat welded or adhesive applied and mechanically attached to the wall at the leading edge. 2. The flashing capsheet shall be lapped a minimum of three (3) inches to itself and shall extend a minimum of six (6) inches onto the heavyweight capsheet surface and extend up under the sheet metal counterflashing. Lap seams in the reinforcing layer shall not coincide with lap seams in the capsheet flashing layer. The flashing cap sheet shall be torched over the reinforcing layer and mechanically attached to the wall at the leading edge. All surfaced flashing sheets shall be cut off the end of the roll and applied vertically, always working to selvedge. 3. All radius walls will be flashed with liquid applied flashings to a point one foot onto the flat of the adjacent membrane wall flashings. Liquid applied flashings will tie into the sheet metal flashing at the top of the wall. D. Miscellaneous Items 1. Prime metal flanges as required with a uniform coating of asphalt primer. All flanges shall be set in a smooth even bed of asphalt cement. 2. Place conduit lying on the roof on new rubber support blocking (where existing are damaged or deteriorated) placed on protection pad at a maximum of 8 feet on center, Adhere traffic pad to block, not to roofing. 3. Install 4 lb/sf lead for flashing at cast iron drains. Pre -prime with asphalt primer and set in mastic as detailed in the manufacturer's instructions. 4. Overnight seals: Exercise care that moisture does not enter beneath completed section of the roof. Temporarily seal loose edges of the membrane daily and when weather is threatening. Night seals can be built using plastic cement and roofing felts, and constructed to withstand protracted periods of service. Night seals must be completely removed, all felts employed removed, prior to the resumption of roofing. 5. All exposed capsheet edges at waste stacks, vent stacks, etc., shall be caulked with sealant, tooled into the joint. 6. Raise conduit penetrations, insulated pipes, soil stacks, vents, and curbs as necessary to obtain an 8 inch height above the finished roof surface. Include rewiring and duct extension as necessary to 1.1raise or extend conduit or ducts. 7. Place conduit lying on the roof on new pressure treated wood blocking placed on protection pad at a maximum of 8 feet on center. Adhere traffic pad to block, not to roofing. 8. Electrical and mechanical work to be performed by journeyman worker experienced and trained in work performed to the building code. 9. Verify all drain lines and downspouts are functional prior to the start of work. Contractor to be responsible to assure drains are free draining upon completion of roofing work. 10. Install walkpads / roof protection pads at locations shown on the roof plan(s). Install walkpads u kevil per manufacturer's specifications with adhesive adhered to the capsheet. Leave space per the manufacturer's installation instructions between sections of walkpad for drainage. 11. Install 1/4" x 1" aluminum termination bar to secure top edge of membrane at wall surfaces. Fasten at minimum 8" o.c. 11 Westfield -- Roof Area .12-C Reroofing Project 2018 SECTION 075000 - PAGE 8 MODIFIED MEMBRANE ROOFING 12. Liquid Applied Flashing :Membrane: 1, Apply primer direct in one step utilizing a brush or paint roller. Do not allow ponding. 2. Allow primer to cure for a minimum of twelve (12) hours. Exposure of the primer in excess of five (5) days or pre -mature exposure to moisture may require removal and application of new pruner: 3. Mix resin components per manufactt rer's recommendations. a. Once the mix is ready, apply liberally to the prepared surface with a roller using a broad, even stroke. 4. Install membrane flashing system in accordance with the manufacturer's requirements / recommendations. Provide system with base flashing, counter flashing, and all other flashings.required for a complete watertight system. 5. Flashings shall extend a minimum of eight inches (8") above finished membrane level and a minimum of six inches (6") onto horizontal deck surface. 6. Fleece sections shall overlap each other a minimum of two inches (2"). 7. Prime walls, curbs, etc. with 2 -component polyurethane primer. Follow manufacturer's written instructions for primer cure. 8. Work wet membrane to avoid any blisters, openings, or lifting at corners, junctions, and transitions. Assure full resin saturation of fleece. 3A FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent inspecting agency to perform roof tests and inspections and to prepare inspection repots. B. Final Roof tnspeetian: Arrange for roofing system nnanufaeturer's technical personnel to inspect roofing installation on completion and submit report to the Roofing Consultant. 1. Notify the Roofing Consultant minimum two (2) working days in advance of the date and time of inspection. C, Repair or remove and replace components of membrane roofing system where test results or inspections indicate that they do not comply with specified requirements. D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 33 PROTECTION A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements, repair substrates, and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construe•tion. nv 0 L +CZ EL .a ILAJ rr i rn NEU to 11.21 IESJ rn Westfield — Roof Area J2 -C Reroofing Project 2018 3.6 CLEAN-UP SECTION 075000 - PAGE 9 MODIFIED MEMBRANE ROOFING A. The Contractor shall remove all masking, protection, equipment, materials, and debris from the work and storage areas and leave those areas in an undamaged and acceptable condition. End of Section 075000 6.4 rr Westfield — Roof Area J2 -C rii Reroofing Project 2018 v v 11 6.1 SECTION 076200 - PAGE 1 FLASHING AND SHEET METAL SECTION 076200 FLASHING AND SHEET METAL PART 1— GENERAL 1.01 DESCRIPTION A. Work includes copings, metal flashings at roof intersections, rising building walls, rake and eave edge, and mechanical penetrations and as otherwise required for a complete, weatherproof installation. B. Related Sections: 1. 020500 Demolition 2. 061000 Rough Carpentry and Sheathing 3. 075000 Modified. Membrane Roofing 1.02 REFERENCES A. SMACNA, Architectural Sheet Metal Manual, Fifth Edition (1993). 1.03 SUBMITTALS A. Product data, Sheet Metal: Submit the name of the manufacturer, specification numbers, and product names of all materials proposed for use in the work. B. Include in submittal installation instructions, shop drawings, and general recommendations for each principal product required. C. Include data substantiating that the materials comply with requirements. PART 2 - PRODUCTS 2.01 GENERAL A. At locations where new metal flashings come into contact with dissimilar metals, upgrade the less "noble" metal to match the other metal. B. Concealed Fasteners: Nails shall be hot -dip galvanized for galvanized steel and/or stainless steel. Bolts, nuts, power driven fasteners, screws, etc., shall be hot -dip galvanized or stainless steel. C. Fasteners: Corrosion resistant, self tapping screws with bonded EPDM gasket and washer, of sufficient length to penetrate into the substrate a minimum of one -inch. ITW Buildex, Trugrip or approved substitution. Exposed screws to have pre -finished heads of color matching the architectural metal. D. Sealant: Polyurethane sealant, Sikaflex 1 a, Chem -Calk 900, or Vulkem 921. E. Butyl Tape Sealant: 1 -inch as manufactured by Schnee Morehead or project approved. Reroofing Specifications 2018 076200-1 Westfield — Roof Area .12-C Reroofing Project 2018 SECTION 076200 - PAGE 2 FLASHING AND SHEET METAL F. Concrete Metal Hit Anchor: As manufactured by Concrete Fastening Systems, Rawl Fasteners, or project approved G. Closed cell backer rod: As manufactured by NOMACO or project approved 2.02 SHEET METAL FLASHING Metal Flashin_ T e and Profiles New two piece regiet and counterflashing system 24-ga. Kynar 500® (PVDF) or Hvlar®5000 70% resin , _Ganged _penetration dog houses 24-ga. G-90 hot -dip galvanized New sheet metal caps for mechanical sleeper . sup ort curbs, and at divider walls New mechanical penetration flanged flashing collars 24-ga. G-90 hot -dip galvanized 24-ga. 0-90 hot -dip galvanized New chase hood skirt fiashin; 24, .a. Stainless steel New skirt f'lashins 24 -,Ya. Stainless steel New flues New storm collars = 24- a. Stainless steel New flue bonnets or ca.s 24- ;a, Stainless steel S • uare sheet lead roof drain flashin • 41b. lead Saddle flashing 24- Via. full soldered stainless steel Two art s -lock wall penetration flash n New metal .anels at north risitt wall 4ai: h e istin , rofile and color A. Self -Adhering Nl.€mbrane: Grace Vy cot Flus high temperature butyl based membrane where shown on drawings. PART 3 - FABRICATION/INSTALLATION 3.01 GENERAL A. Examine the substrate and the conditions under which the work is to be performed, and do not proceed until unsatisfactory conditions have been corrected. Surfaces to receive sheet metal are to be clean, even, smooth, dry, and free from defects and projections that might adversely affect the application. Verify dimensions and configuration of all sheet metal components prior to shop fabrication and installation. Remove all mechanical units as required for access to curbs: Reinstall as required. Comply with SMACNA recommendations. B. Work shall be accurately formed to sizes, shapes, and dimensions indicated with all angles and lines in true alignment. All work shall be straight, sharp, and erected plumb and level in proper plane without bulges or waves. Conform to standards of SMACNA. C. Fabricate all items in maximum length of 12 -feet and keep the rummer of joints to a Reroofing Specifications 201$ 076200-2 r.� to 141 if4 1+a 111 111 Irl Isl I=i IRM rca 1/1 b21 rgl Fr Westfield — Roof Area J2 -C Reroofing Project 2018. SECTION 076200 - PAGE 3 FLASHING AND SHEET METAL minimum. D. Cooperate with other trades in installation of work. Deliver items to be installed by others in time to avoid delay of project. E. Make proper allowances for expansion and contraction of materials in all work. 3.02 SHEET METAL FLASHING: A. Fabricate new Skirt Flashings to conform to configuration of existing surfaces to be installed. 1. Concealed fasteners utilized to secure these flashings shall be hot -dipped galvanized nail (minimum3/8-inch head) or screw fasteners. 2. Vertical transitions between flashing components and overlaps of flashing components shall be sealed with two beads of Polyurethane sealant. 3. Reuse existing curb flashings in good condition. Replace damaged curb flashings. END OF SECTION 076200 Reroofing Specifications 2018 076200-3 AREA OF DEMOLITION 1 ff� O DEMOLITION ROOF PLAN Scale: N.T.S. '" LU o il II D, Ii VIII Q O 2 U = J ? e ` W s 3'' 20.z,� W z 1 REVISION DATE DRAWN PROJECT: DRAWN : CWT CHECKED: DATE : 06/20/18 SHEET A1 AREA OF NEW CONSTRUCTION CONCRETE PAD TO RECIEVE NEW LIQUID FLASHING MEMBRANE. ONEW CONSTRUCTION ROOF PLAN Scale: N.T.S. CV 0 0 0 0 0 0 .4— C 0 3 o U O F3 ' ^ L v' 'p j N H o — V! •fid E580 N^`;¢z W OVU 3wL-11 z 0 0 REVISION DATE DRAWN PROJECT: DRAWN : CWT CHECKED: DATE : 06/20/18 SHEET A OVERFLOW COLLAR AT 2' LIQUID FLASHING EXTENDS INTO SUMP NW/IlI1R�.-._ 1l//1lllhiUfl;34; trl dfnl nk; WAS i! F PPP TORCH DOWN ROOF SYSTEM TAPERED INSULATION TO CREATE SLOPE DO NOT CUT INSULATION TO CREATE SLOPE OSUMP DRAIN Scale: N.T.S. DRAIN AND OVERFLOW TO SIT DIRECTLY ON WOOD DECK. OPENETRATION DETAIL Scale: N.T.S. NEW ROOF TTEM 110* METAL DEG UR COKEDOWO. SN-AONERED VAF01! RETARDER. RaLRATp0, COVDIDOARO. TORCH APPLIED WOOFED MAGI ROOF EMIG EW METAL WALL PANELS METED FASTENERS • B. O.C. EW REOLET AND COUNTERFLLSHIN0. UFACTIRED RE0'D TERM/NATION NO TISCH APPLIED APPUED ROOF SYSTEM NEW COVERBOARD WAL DEER NEW ROOF TSRH Flom WETAL DECK UR COYODOARD. EOf-ACEREO root RETARDER, OSIOATION. WVODOARD. TOROK APR® mono OMAN RpaF TSRH. PERIMETER RISING WALL FLASHING Scale: N.T.S. EMOVE METAL CAP AS NECESSARY TO INSTALL ROOF SYSTEM. REINSTALL METAL GP BRAKE EXTENDING UP AND UNDER EXISTING METAL CAP. NO TORCH APPLIED APPLIED ROOF SYSTEM OEXISTING METAL CAP Scale: N.T.S. NEM ROOF SYSTEM FROM METAL DOR IFI COYERR0AIl0. Sof-ADHERED VAPOR RETARDER. Imaucl0ON, I77VWOARD. TCEJI ARMED MOORED WING ROOF MTG. NON -RENOVATE UNIT DRCIMERED FASTENER 12 INCHES D.D. MANUFACTURED REOb BASEFIASIIND TERMINATION 24 LLA METAL SENT FLASHING. TYW AT AU. MEDI UNITS BASERARNIM) TORCH APPUED COVERBOARD VITAL DELI NEW ROOF room FRG lTAI GEO UP: CvEDDARC. 311F -ADHERED VAPOR RETARDa; INEUATRNL C vERIGR0. TDRCN APPLIED HOOTED BIT.. ROM MM. t1AL EXTENDER PIECE IS REQUIRED E EXISTING COUMRDRlASNMIG IS CONTAMINATED AND OR COUOITEROASHING FASCIA 6 LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES 0.0. WI1N ORORMLTTFD FASTENER ONON—REMOVABLE CURB FLASHING Scale: N.T.S. REMOVABLE TOP, CROSS -BREAK FOR SGPE (N) SOLDERED S. J -HOOD ENCLOSURE GASKETED SCREWS OR MBI. 2 PER WE (N) CAPSHEET BASEFLASHING RYREINFORCING BASFFLASHING ):Ty 4;4 �l �•,��! �,� ILII .'ftl�A' Ift�'.,tl f II tel, o�:?ii:�q%ef�G>Aii:?%��ijif�ti �d//d//d///d//%///Odd//d INSULATED VOID TO PREVENT CONDENSATION (N) WOOD MAILERS WE 24 GA EXISTING NOT O 1Y O.C. (E) ONDUIT/PIPES D VOX 011ia VV. NM NEW ROOF SYSTEM FROM METAL DECK UP: COVERBOARD, SELF -ADHERED VAPOR RETARDER, INSULARON, COVERBOARD, TORCH APPLIED MODIFIED BITUMEN ROOF SYSTEM. OSHEET METAL J—BOX HOOD ON WOOD CURB Scale: N.T.S. COPYR.Ii wO,PlnniA ASSOCIATES VC 2010 U I N 0 0 0 O I..L 0 C U -= D OD) ^ u v IL D �N O 0 W 3 RI • • 0 m -4-- N ¢z 0 OWU �1 -, Ua00 REVISION DATE DRAWN PROJECT: DRAWN : CWT CHECKED: DATE : 06/20/18 SHEET A 4uJ 'f iLin rw - e 8 CC \ (111 ate 4 11. cc or) a 0 0 g (5 0 .1 ar .41"? 8 0"1 7,1 I 4 84w 4 8 % T numl N 0 5 R I t) w 8 7 9. 0 7. Lij 0 /L. X 0 00 Z X tit. 4 Linno 0 id ul 0 w 0 E4 Ct .1( WETHERHOLT AND ASSOCIATES, INC, Westfield Southcenter R.eroof — Area J2 -C Addendum #1 The additions, omissions, clarifications and corrections herein shall be made to the Project Manual for the above referenced Project and shall be included in the scope of work and proposals to be submitted. References made below shall be used as a general guide only. The Bidders themselves shall determine the work affected by the Addendum items. Acknowledge receipt of Addendum No. 1 on bid form. 1. Please indicate anticipated start date on bid forms. 2. If Soprema product is bid, the integration of the new roof system at specified area J2 -C, will be non -warranted at the tie-ins of the adjacent roof areas, which are understood to be Siplast. Tie- ins should be installed per manufacturers instructions. 3. Project details depict overflow drains adjacent the primary sump drains. Please disregard overflow detail, as no overflow drains are in place. All other aspects of the detail shall be followed. 4. Additions to below Roof Insulation specification: • Use only glass faced facer. • Maximum thickness of insulation 2.7 -inches per layer. • Install tapered insulation to form crickets at south wall between drains, '/2 -inch per foot to net slope of %-inch per foot. 2.4 ROOF INSULATION .A. Polyisocyanurate Insulation: Closed cell foam . glass fiber or felt reinforced type facer. confor ning to tae following characteristics; B. Board Size: 4 foot x 4 fool or 4 foot x 8 foot C. Board Thickness: Maximum thickness of 2" per layer to achieve specified R -value; Tapered insulation to provide slope. 'Mitch per foot Tapered Insulation to form crickets at siunps drains and upslope of meciaicat units..ra -inch per foot 14715 NE 95th Street • Suite 100 • Redmond, WA 98052 Phone: 425-822-8397 • Fax: 425-822-7595 WETHERHOLT AND ASSOCIATES. INC Raise skylight and mechanical curbs as necessary to sit a minimum 8 -inches above the finished roof surface. Duct support curbs may be left in place if new roof system allows installation of skirt flashing. If roof system encroaches on duct supports. the units shall be raised and placed on curbs that sit a minimum 8 -inches above the finished roof surface. 6. Abandoned mechanical units will bc marked prior to roofing activities by the malls mechanical contractor. Abandoned units shall he demolished. decking restored and roofed over. This will be on a change order as deemed necessary. 7. At the steep slope roof tie-in, the foil facer shall be removed, and roof system extended up slope minimum 30 -inches. Plies shall be feathered 6 -inches mina mum for each ply. Liquid flashing shall be installed at upslope termination of the new roof system, integrated with the steep slope roof system. End of Addendum Number 1 14715 NE 95th Street • Suite 100 • Redtnond, WA 98O32 Phone: 425-822-8397 • Fax: 425-822-7595 NI* VW, WETHERHOLT AND ASSOCIATE , IN Westfield Southcenter Reroof— Area J2 -C Addendum #2 The additions, omissions, clarifications and corrections herein shall be made to the Project Manual for the above referenced Project and shall be included in the scope of work and proposals to be submitted. Acknowledge receipt of Addendum No. 2 on bid form. 1. Please change the date submissions are due to Wednesday, July 25, 2018 by 3:30pm. End of Addendum Number 2 14715 NE 95th Street, Suite 100 • Redmond, WA 98052 Phone: 425-822-8397 • Fax: 425-822-7595 www.wetherholt.com WETHERHOLT AND ASSOCIATES, I N C. Westfield Southcenter Reroof — Area .I2 -C Addendum #3 The additions, omissions, clarifications and corrections herein shall be made to the Project Manual for the above referenced Project and shall be included in the scope of work and proposals to be submitted. References made below shall be used as a general guide only. The Bidders themselves shall determine the work affected by the Addendum items. Acknowled 'e recei,, t of Addendum No. 3 on bid form. 1. The existing roof system consists of a structural metal deck, covered with 2 -roof systems. The roof system placed over the metal deck consists of a polyisocyanurate insulation, covered with a multiple ply roof system. The second recover roof consists of perlite insulation, and multiple ply roof system. The existing roof systems measure approximately 2% -inch thick. Testing of the roof core is in process. End of Addendum Number 3 RAINIER GOLF COUN Y CLUB S� sllmisr seeiaRt . x AjM�. ���. \\\ S11it� s EiNC. FIEL s KI G•COUNT. C INT NATIONAL S 0, 3, • sax A sT{ RIVERTON , j k — ...J sT.; t I ' if�IN4sT t €m4 s_T jj tm = t RIVERTON ;74 ; HEIGHT'S , rmsre xn srE. A NST 4 t •aa"'tr" '? . 1 "" FOSTI 4 % . masr �'4'r � STnIIC ¢ I1y� .. r E s F, yea ST 4 —__ R l' -'r .. % 3rfJuy rj'�tl IS C40e I.1%Itl i •7♦� ON iii '� Lr1ES i�M _>r RIVERTON K.IP w CREST I CEMETERY y� I IRA_. 1'-t''� ....IST ST t' r41RS[ 'E 8 ti 1TUICWA A '�� Z o I< True No z irosRR i` b A 44Th ST ‘SINIVAITIS iT Z. If yI SORML i3 a.+is*a= 3 t ROST. ID f SEATTLE r +ARM TACOMA / s` y I r f i � rind d,AFNw f'"'fT�`r�.l SERI 74 r Itimn EE.CRETTVIEW AIJtPORT4 � a.F,Ins-"r w€ r, &fain,. _ J(!,/ a s i r } i ASHINGTON 'y iChiICKI ��, Mil e „ rS= tows t�.,uz %l i/ 1 !! MEMORIAL t-! a Ntia�,t�e t_7tJ `g 1-- 1t� i ! i:� CEMETERY `T « €r„y Blau 11EIGIITS6 R. J. 1 1 y I i i t ug1� 2 ,.ami ' l i € I $ a. € € i g . ��n >c /1 !" - p 0 Ir ~ Vans:' •tuns IMIN. 1 3 ,{tr�\ llttna i fill • q t` { (S OTIs \ y F M 0111T14 ST € i TCS ,-.n srr. I ATA- 1----1 *fFr„ IV'VORTH\ 'SATELLITE TERMI.YAI. I n CONCOURSE I • I L✓ 1 J souTH� , SATELLITE TERMINAL ,.', ,•1 s I1$TISJ LIA_WY t AL7. ST L,mxa���.1Lt, { O ' Imi+tiny y• .,.... t"1 OFFICE A .„' C -..r.--INT St ■ CENTER ..,Mr �• lifrtl ifs :.' S1 ---::r t nisiir I 8: n^k, g w®I EIEn >•: IO1o0L ,Lamm 4 �' aHm°" NKien^MSr *"'"' C MIN S e Zr ;!Mm AMM N tlTr, S,' 'spa Irmtl.. 1.4�I'a VALLEY RIDGE"z� rcmIRI MARwe a o sINTNST1 1WnFL% i :? i 4P0E- - ii,tl„t/ HON -INTNI SI �- t'y� TsIaTNsrN.lI4Qc.+.7 P.,,,'?. ,rr`r,tn„STT# 2800 Southcenter Mall Parcel No: 9202470010 MT MIR • sRDCE ��i! ,nrs„fiw V {,'a r •3 , r `r•, O' v Q ST 1 t jt TiLALI ION k' 4 ;rt N� E fTLPENDS ti i I 1,1T 0 NH HON 1- 1_ ij ANOLw ORtLi.�1 J' ■ ',@ t 4.4;'?" SWSRo ar ' -6 Ilt!U A 1 IMYW,ij 1-- a I 0 if* OSO\F I .1.i f V, co 91 .x C irlt Miles m' �i 1} T fh 1 : L uer St i ./ 0 C PACIFIC -�'' ` -`-.-. RAINIER ROOFING 18012 Bothell Everett Hwy, Suite 6; Bothell, WA 98012 Phone (425) 771-4300 Fax (425) 771-4339 PA-CI-FR-R248LC July 27, 2018 RE: - Southcenter Reroof of Area J -2c PROJECT SUMMARY: • Replacement of current roofing system at the existing multi -building mall complex at roof area J -2c. • Existing roof consists of 2 existing roofs, which will be removed down to the corrugated metal decking. The first consists of polyisocyanurate insulation with a built-up roof system. The second consists of perlite insulation and a built-up roof system. No asbestos was found in any of these materials • The new roof consists of the following system (top down): o Paradiene 30 FR TG, torched -down o Paradiene 20 TG, torched -down o Paradiene Irex 40, torched -down o %" DensDeck Prime cover board, in adhesive o 11/2" Polylso / 2" Polylso, mechanically -attached o Tradesman Glass SA vapor barrier, adhered o 1/2" DensDeck Prime substrate board, mechanically -attached o Existing corrugated metal deck PROJECT NOTES: • King County Tax Parcel Number: 9202470010 • No change of existing occupancy or construction type • No change of existing lot coverage, height, setbacks or occupied area • Building is to remain occupied during the reroofing work c• ; ko. , cl-, ......_ s w 7/26/2018 ONLINE CERTIFICATIONS DIRECTORY TGFU.R10630 - Roofing Systems IA'S NEXT GENERATION CERTIFICATIONS SEARCH The same trusted data in a modern search engine. TGFU.R10630 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems SIPLAST INC 1111 HIGHWAY 67 S ARKADELPHIA, AR 71923-6376 USA > LEARN I75 7 R10630 "Siplast Wood Fiber C" may be used wherever wood fiberboard is specified. "Para-Stik", "Parafast Insulation Adhesive", "Parafast Insulation Adhesive C", "Parafast Insulation Adhesive Green" or "Parafast Insulation Adhesive C Green" may be used in any Classification to adhere insulation layers to the roof deck. References to polyisocynaurate insulation may include "Paratherm H", "Tapered Paratherm H", "Paratherm H -P", "Tapered Paratherm H -P", "Paratherm H -WF", "Paratherm H -CG", "Tapered H -CG", "Paratherm H-DWD", "Paratherm H -NB", "Paratherm H -DD" or "Paratherm N", "Paratherm N Tapered", "Paratherm N CG", "Paratherm N CG Tapered", "Paratherm N 25 psi , "Paratherm N Tapered 25 pst", "Paratherm N CG 25 psi", "Paratherm N CG Tapered 25 psi". "Paradiene 20 PR", "Paradiene 20 PR TG", "Paradiene 20 PR EG", "Paradiene 20 PR EG TG", "Paradiene 20 PR HV", "Paradiene 20 HVTG" and "Irex PR" are all suitable substitutions for "Teranap". "Paradiene 20 SA" (self -adhered) is an acceptable alternate to "Paradiene 20". "Paradiene 20 EG SA" (self -adhered) is an acceptable alternate to "Paradiene 20 EG". "Paradiene 20 HT SA" (self -adhered) is an acceptable alternate to "Paradiene 20 HT". "Paradiene 20 TS SA" (self -adhered) is an acceptable alternate to "Paradiene 20 TS".. "Pro Base MW SA" (self -adhered) Is an acceptable alternate to "Pro Base SA". "Tradesman SBS Glass SA" (self -adhered) is an acceptable alternate to "Pro Base LP SA" "Teranap 1M G/S" is an acceptable alternative to "Parafor 50 LT". "Parapro Roof Membrane Resin White 9010" is an acceptable alternate to "Parapro Roof Membrane Resin Color 9010" at the defined application rate. Unless otherwise indicated the following membranes are acceptable alternates for the membranes tabulated below: Membrane Acceptable Alternate "Paradiene 30 FR" "Paradiene 30 FR BW" "Paradiene 30 MW FR" "Paradiene 30 MW FR BW" "Paradiene 30 HT FR" "Paradiene 30 HT FR BW" "Paradiene 40 FR" "Paradiene 40 FR BW" "Paradiene 30" "Paradiene 30 BW" "Paradiene 30 MW" "Paradiene 30 MW BW" "Parafor 50" "Parafor 50 BW" "Parafor 30" "Parafor 30 BW" "Parafor 50 LT" "Parafor 50 LT BW" "Paradiene 30 (TG)" "Paradiene 30 (TG) BW" http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&censhorttitle=Roofing+Systems&objid=107435... 1/13 w 7/26/2018 TGFU.R10630 - Roofing Systems "Paradione 30 MW TG" "Paradiene 30 MW TG BW" "Paradiene 30 FR (TG)" "Paradiene 30 FR (TG) BW" "Paradiene 30 MW FR TG" "Paradiene 30 HT (TG)" "Paradiene 30 MW FR TG BW" "Paradiene 30 HT (TG) BW" "Paradiene 30 HT FR (TG)" "Paradiene 30 HT FR (TG) BW" ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A, B or C Unless otherwise indicated for Ballasted, Fully Adhered or Maintenance and Repair roof covering syfitems, the insulation and base/ply sheets may be mechanically attached or adhered with het roofing asphalt or modified hot roofing asphalt ("PA -750"). Where indicated Membranes may be applied with hot roofing asphalt or modified hot roofing asphalt ("PA -750"). Hot roofing asphalt: For use in asphalt organic or glass fiber felt roof covering systems. Asphalt glask fiber felts: Type G1 ("Paragias"), Type G2 ("Parabase" or "Parablase Plus") for use In asphalt glass fiber felt roof covering systems. COLD APPLICATION SYSTEMS Mass A 1. Deck: NC Incline: 1-1/2 Insulation (Optional): — "Paratherrn G" or "Paratherm G Taper" or "Paratherrn G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus", polyisocyanurate, glass fiber, wood fiber or perllte, any thickness. Base/Ply Sheets — One or more layers Type G1, Type 62, Type 15 or Type 30, hot mopped. Primer (Optional): "Pro Primer" (not UL Classified). Membrane: -- "Terapro Base Realty Bone 1013" or "Terapro Wearing Layer 1001" applied at 4-gal/100-ft.2 into which a 110-9 fleece is embedded. Surfacing: -- "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001" applied at 2-1/2 gal./i00-ft.2. 2. Deck: C45/32 Incline: 1/2 Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" or CertainTeed Gypsum "GlasRoc", United States Gypsurin Co. "SECUROCK®" glass met board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum ''DEXcell Cement Board" 7/16 -in. thick minimum, Mechanically fastened. Insulation: — "Paratherm G' or "Paratherm G Taper" er "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherrn HD" or "Paratherm HD Plus" polyisocyanurate, glass fiber, wood fiber or perlite, any thickness. Base/Ply Sheet (Optional): a One or more layers Type Gi; 'type G2, Type 15 or Type 30, hot mopped. Pruner (Optional): a "Pro Primer" (not UL Classified). Membrane: — "Terapro Bose Resin Bone 1013" or "Terapro Wearing Layer 1001" applied at 4-gal/100-ft.2 into which a 110-g fleece is embedded: Surfacing: * "Terapro Base Resin Bone i013" or "Terapro Wearing Layer 1001" applied at 2-1/2 gdl./100-ft.2. 3. Deck: C-15/32 Incline: 4 Insulation (Optional): ^- "Paratherrn G" or""Paratherrn G Taper" or "Paratherrn G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HO Plus" or any UL Classified, any thickness Barrier Boards Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DehsDeck DuraGuard" Roofboard" or CertainTeed Gypsum "GlasRoc" er United States Gypsum Co: "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -In. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum, mechanically fastened. Printer (Optional): — "Pro Primer" (not UL Classified). Membrane: — 'Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001" applied at 4=gal/100-ft.2 Into which a 110-g fleece Is embedded. Surfacing: — "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001" applied at 2-1/2 gal./100-ft.2. 4. Deck: NC Incline: 2-1/4 Primer: — "Pro Primer W" applied at 0.08-lbs/ft2 (0.4-kg/m2). Base Coat: —"Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at 0.41-lbs/ft2 (2.0-kg/m2) reinfarced with 110- g Pro Fleece (not Classified). Immediately followed by a second application of "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", at 0.20-lbs/ft2 (1:0 -kg/m). Intermediate Coat: — "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at a rate of 0.20-lbs/ft2 (1.0=k0'n2) with natural or color quartz embedded in Wet resin at a rate of 1.0-lbs/ft2 (5.0-kg/m2). Surfacing: -- "Pro Color Finish" or "Pro Clear Finish" applied at 0.13-lbs/ft2 (0.65-kg/m2). 5. Deck: NC Incline: 2-1/4 Primer: -- "Pro Primer W" applied at 0.08-lbs/ft2 (0.4-kg/m2). http:i/database.uLoom/cgi-bin/XYV/template/LISEXT/1 FRAME/3howpage.html7nametTGFU.R10630&censhorttide=Roofing+Systems&objid-107435... 2/13 7/26/2018 TGFU.R10630 - Roofing Systems Base Coat: - "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at 0.31-lbs/ft2 (1.5-kg/m2). Intermediate Coat: - "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at a rate of 0.20-lbs/ft2 (1.0-kg/m2) with natural or color quartz embedded in wet resin at a rate of 1.0-lbs/ft2 (5.0-kg/m2). Surfacing: - "Pro Color Finish" or "Pro Clear Finish" applied at 0.13-lbs/ft2 (0.65-kg/m2). 6. Deck: NC Incline: 1 Primer: - "Pro Primer W" applied at 0.08-lbs/ft2 (0.4-kg/m2). Base Coat: - "Terapro VTS Resin" trowel applied at 0.82-lbs/ft2 (4.0-kg.m2) with natural quartz embedded into wet material at a rate of 1.0-Ib/ft2 (5.0-kg/m2). Surfacing: - "Pro Color Finish" applied at 0.13-lbs/ft2 (0.65-kg/m2). 7. Deck: C-15/32 Incline: 2-1/4 Insulation (Optional): - "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness Barrier Board: - Georgia-Paclfic Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard", 1/4 -in. or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum with all joints staggered a minimum of 6 -in. from the plywood joints. Primer: - "Pro Primer W" applied at 0.08-lbs/ft2 (0.4-kg/m2). Base Coat: - "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at 0.41-lbs/ft2 (2.0-kg/m2) reinforced with 110- g Pro Fleece (not Classified). Immediately followed by a second application of "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001" applied at 0.20-lbs/ft2 (1.0 -kg/m). Intermediate Croat: - "Terapro Base Resin Bone 1013" or 'Terapro Wearing Layer 1001", applied at a rate of 0.20-lbs/ft2 (1.0-kg/m2) with natural or color quartz embedded in wet resin at a rate of 1.0-lbs/ft2 (5.0-kg/m2). Surfacing: - "Pro Color Finish" or "Pro Clear Finish" applied at 0.13-lbs/ft2 (0.65-kg/m2). 8. Deck: C-15/32 Incline: 2-1/4 Insulation (Optional): - Any UL Classified, any thickness Barrier Board: - Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard", 1/4 -in. or CertainTeed Gypsum "GlasRoc", or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum with all joints staggered a minimum of 6 -in. from the plywood joints. Primer: - "Pro Primer W" applied at 0.08-lbs/ft2 (0.4-kg/m2). Base Coat: - "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at 0.31-lbs/ft2 (1.5-kg/m2). Intermediate Coat: - "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", applied at a rate of 0.20-lbs/ft2 (1.0-kg/m2) with natural or color quartz embedded in wet resin at a rate of 1.0-lbs/ft2 (5.0-kg/m2). Surfacing: - "Pro Color Finish" or "Pro Clear Finish" applied at 0.13-lbs/ft2 (0.65-kg/m2). 9. Deck: C-15/32 Incline: 1-1/2 Insulation (Optional): - "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: - Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDeck Prime® Roofboard" or "Denspeck DuraGuardTM Roofboard" or, 1/4 -in. thick minimum or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum with all joints staggered a minimum of 6 -In. from the plywood joints. Base/Ply Sheet (Optional): - Type G2, mechanically fastened. PIy Sheet: - "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", Pro Base LP TG" or "Paradiene 20 TG". Primer: - "Pro Primer" (not UL Classified) applied at 0.18-Ib/ft2. Membrane: - "Parapro Roof Membrane" - base coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.42-Ib/ft2, 140-g/ft2 polyester fleece, top coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.26-ib/ft2. 10. Deck: NC Incline: 1-1/2 Insulation (Optional): - "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board (Optional): - Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or CertainTeed Gypsum "GlasRoc or United States Gypsum Co. "SECUROCK®" or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or r National Gypsum "DEXcell Cement Board" 7/16 -In. thick minimum, High Density Wood Fiber, Perlite, or Fiberglass Insulation. Base/PIy Sheet (Optional): - Type G2, mechanically fastened. Ply Sheet: - "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", "Pro Bast LP TG" or "Paradiene 20 TG". Primer; - "Pro Primer" (not UL Classified) applied at 0.18-Ib/ft2. Membrane: - "Parapro Roof Membrane" - base coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.42-Ib/ft2, 140-g/ft2 polyester fleece, top coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.26-Ib/ft2. 11. Deck: NC Incline: 1-1/2 Barrier Board (Optional): - Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R106308,censhorttitle =Roofing+Systems&objid=107435... 3/13 7/26/2018 TGFU.R10630 - Roofing Systems Gypsum "bEXcell Glass Mat Roof Board", "DEXceil FA Gaga Mat Roof Board" 1/4 -in. thick minirnuna or National Gypsum "bEXcell Cement Board" 7/16 -in. thick minimum. Primer: -+ Pro Primer W applied at 0.4-kg/m2. Base Coat: - "Terapro Base Resin" applied at 2.0-kg/m2 relhforced with 110-g followed by a second application of Terapro Base Resin applied at 1.0-kg/m2 Intermediate Coat: - "Terapro VTS Resin" applied at a rate of 4.S-kg/m2 Intermediate Coat: - "Pro Color Finish" applied at a rate of 0.5-kg/m2 Surfacing: - "Pro Color Chips" applied at a rate of 1.0-kg/m2 Surfacing: - "Pro Clear Finish" applied at 0.4-kg/m2 12. Deck: C-15/32 incline: 1-1/2 polyester fleece, Pro Fleece (not Classified). Immediately Insulation (Optional): - "Pa'ratherm G" or "Paratherm G Taper" or "Parathernm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness Barrier Board: A- Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck iburaGuard*" Roofboard" or CertainTeed Gypsum 'GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEkcell Glass Mat Roof Board", "DEXceil FA Glass Mat Roof Board" 1/4 -in, thick minlrium or National Gypsum "bEXcell Cement Board" 7/16 -in. thick minimum, with all joints staggered a minimum of 6 -in. from the plywood joints. Primer: - Pro Primer W applied at 0.4-kg/m2 Base Coat: "Terapro Base Resin" applied at 2.0-kg/m2 reinforced with 110-g polyester fleece, Pro Fleece (not Classified). Immediately followed by a second application of Terapro Base Resin applied at 1.0-kg/m2 Intermediate Coat: - "Terapro VTS Resin" applied at a rate of 4.S-kg/m2 Intermediate Coat: - "Pro Color Finish" applied at a rate of 0.S-kg/m2 Surfacing: -- "Pro Color Chips" applied at a rate of 1,0-kg/m2 Surfacing: - "Pro Clear Finish" applied at 0.4-kg/m2 13. Deck: C=15/32 Incline: 1-1/2 Barrier Board: -.- Georgia-Pacific Gypsum LLC "Densbeck® Roofboard" or "DensDeck Prime® Roofboard" Or "bensDeck DuraGuardr" Roofboard" or CertalnTeed Gypsum "GlasRoc" or United States Gypsum to, "SECUROCK®" glass mat board or "National Gypsum "DEXceil Glass Mat Roof Board", "DEXceil FA Glass Mat Roof Board" 1/4-1n. thick minirnum or Natiohal Gypsum "DEXceli Cernent Board" 7/16 -in. thick minimum, with all joints staggered a minimum of 6 -in. from the plywood joints: Insulation (Optional): "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HO" or "Paratherm HD Plus" or any UL. Classified polyisocyanurate, glass fiber, periite, Wood fiber, nie hanically attached or adhered with hot roofing asphalt, any thickness. Ply Sheet: - "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", 'Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", Pro Base LP TG" or "Paradiene 20 TG", Ply Sheet: -- "Teranap", heat fused. Primer (Optional): - "Pro Primer" (not UL Classified) applied at 0.18-Ib/ft2. Menbrane: - "Parapro Roof Membrane" - base coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.42-Ib/ft2, 140-g/ft2 polyester fleece, top coat of "Parapro Roof Membrahe Resin Color /035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 3010" applied at 0.26-Ib/ft . Surfacing: Crushed stone (minimum 3/8 -In. diareeter) or river bottom stone (3/4 to 1-1/2 in. diameter), loose laid, broadcast to full coverage. 14. Deck: C-15/32 Incline: 3/4 Insulation (Optional): - "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" dr "Paratherm Hb Plus" or any UL Classified, any thickness. Barrier Board: - Georgia-Pacific Gypsum LLC "Densbeck® ROofboard" or "DensDeck Prime® Roofboard" or "Densbeck DuraGuard" Roofboard" or "National Gypsum "bEXcell Glass Mat Roof Board" or "bEXcell FA Glass Mat Roof Board' 1/4 -in. thick minimum or National Gypsum "bEXcell Cement Board" 7/16 -in. thick minimum, with all joints staggered a minimum of 6 -In. from the plywood joints. Base/Ply sheet: - "Paradiene 20 TG", torched. Membrane: - "Paradiene 30 FR TG", torched. Surfacing: - "Paracoat White 9010" applied at 1.3-kg/m2. 15. beck: C-15/32 Incline: Unlimited Insulation (Optional): - "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Pius" or any UL Classified, any thickness. Barrier Board: "- Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck buraGuardr" Roofboard", 1/4 -in. thick minimum, with ell joints staggered a minimum of 6-1n. from the plywood joints. Base/Ply sheet: -- "Paradiene 20 TG", torched, Membrane: -" "Paradiene 30 FR TG", torched. Surfacing: -- "Paracaat HS", applied at i.8-kg/m2. 16. beck: C-15/32 Incline: 1/2 Insulation (Optional): --- "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: - Georgia-Pacific Gypsum LLC "Densbeck® Roofboard" or "DensDeck Prime® Reofboard" or "DensDeck DuraGuard" Roofboard" or 1/4 -in. thick minimum or Certainreed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXceil Glass Mat Roof Board", "DEXceli FA Glass Mat Roof Board" 1/4 -In. thick minimum or National Gypsum "DEXceli Cement Board" 7/16 -in. thick minimum with all joints staggered a minimum of 6-1n. from the plywood joints. Base/Ply Sheet (Optional): - Type G2 mechanically fastened. Ply Sheet: - "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", 'Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", "Pro Base LP TG" or "Paradiene 20 TG". Base Coat: - "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Reinforcement (Optic:mai): - "Paraflex Fabric" (140-gr./m2) embedded into wet base coat. http://database.uicom/cgi-bin/XYV/template/LISF_XI'/1 FRAME/showpage.html?name=TGFU.R10630&conshorttittea-Roofing+Systems&objid=107435... 4/13 7/26/2018 TGFU.R10630 - Roofing Systems Top Coat: — "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Surfacing (optional): — Broadcast application of No. 11 ceramic coated roofing granules applied at 35 to 40-lbs/100-ft.2 17. Deck: NC Incline: 1/2 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board (Optional): — Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuroGuard"" Roofboard" or CertainTeed Gypsum "GlasRoc or United States Gypsum Co. "SECUROCK®" or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum, High Density Wood Fiber, Perlite, or Fiberglass Insulation. Base/Ply Sheet (Optional): — Type G2 mechanically fastened. Ply Sheet: — "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", "Pro Base LP TG" or "Paradiene 20 TG". Base Coat: — "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Reinforcement (Optional): — "Paraflex Fabric" (140-gr./m2) embedded into wet base coat. Top Coat: — "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Surfacing (optional): — Broadcast application of No. 11 ceramic coated roofing granules applied at 35 to 40-lbs/100-ft.2 18. Deck: C-15/32 Incline: Unlimited Insulation (Optional): — "Paratherm G" or "Paratherm G TaPer" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeck® Roof Board" or "DensDeck Prime Roof Beard" or National Gypsum "DEXcellT`" Glass Mat Roof Board" or "DEXcell'" FA Glass Mat Ropf Board" 1/4 -in. thick minimum with all joints staggered a minimum of 6 -in. from the plywood joints. Ply Sheet: — — "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG" "Pro Base LP TG" or "Paradiene 20 TG". Membrane: - "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" or "Parapro Roof Membrane Resin White 9010", base coat applied at a rate of 0.42-lbs/ft2 (2.0-kg/m2), reinforced with 110-9 polyester fleece "Pro Fleece" (not UL Classified), top coat applied at a rate of 0.26-lbs/ft2 (1.3-kg/m2). Surfacing: — "Paracoat HS" applied at a rate of 0.37-lbs/ft2 (1.8-kg/m2). Class B 1. Deck: C-15/32 Incline: 2 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum, with all joints staggered a minimum of 6 -in. from the plywood joints. Base/Ply Sheet (Optional): — Type G2, mechanically fastened. Ply Sheet — "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", "Pro Base LP TG" or "Paradiene 20 TG". Primer: — "Pro Primer" (not UL Classified) applied at 0.18-Ib/ft2. Membrane: — "Parapro Roof Membrane" - base coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.42-Ib/ft2, 140-g/ft2 polyester fleece, top coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.26-lb/ft2. 2. Deck: NC Incline: 2 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board (Optional): — Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" or CertainTeed Gypsum "GlasRoc or United States Gypsum Co. "SECUROCK®" or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum, High Density Wood Fiber, Perlite, or Fiberglass Insulation. Base/Ply Sheet (Optional): — Type G2, mechanically fastened. Ply Sheet: — "Paradiene 20", "Paradiene 20 SA", "Tradesman SBS Glass SA", "Paradiene 20 TS", "Pro Base", "Pro Base LP", "Pro Base SA", "Pro Base LP SA", "Pro Base TS", "Pro Base TS SA", "Pro Base TG", "Pro Base LP TG" or "Paradiene 20 TG". Primer: — "Pro Primer (not UL Classified) applied at 0.18-Ib/ft2. Membrane: — "Parapro Roof Membrane" - base coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.42-Ib/ft2, 140-g/ft2 polyester fleece, top coat of "Parapro Roof Membrane Resin Color 7035" (Summer or Winter) or "Parapro Roof Membrane Resin Color 9010" applied at 0.26-Ib/ft2. 1. Deck: NC FLUID APPLIED COATING SYSTEMS Class A Incline: Unlimited Base Coat: — "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Reinforcement (optional): — "Paraflex Fabric" (140-gr./m2 polyester) embedded into wet base coat. Top Coat: — "Paraflex" applied at applied at 1-1/4 to 1-1/2 gal./100-ft.2. Surfacing (optional): — Broadcast application of No. 11 ceramic coated roofing granules applied at 35 to 40-lbs/100-ft.2. MAINTENANCE AND REPAIR http//database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&ccnshorttitie=Roofing+Systems&objid=107435... 5/13 7/26/2018 TGFU.R10630 - Roofing Systems Class A, B or C 1. beck: C-15/32 /ncline: 1/2 Existing Roof System: — Class A, B or C insulated or uninsUleted APP or SBS modified bitumen membrane roof covering system to Maintain existing Class A; B or C Classification surfaced with: Base COat: "Paraflex" applied at 2-1/2 to 2-3/4 gal./100-ft.2. Reinforcerient (Optional): — "Paraflex Fabric" (140-gr./m2) embedded into wet base coat. Top Coat: — "Paraflex" applied at 2-1/2 to 2-3/4 gal./100-ft.2. Surfacing (optional): — Broadcast application of No. 11 ceramic coated roofing granules applied at 35 to 40-lbs/100-ft.2. 2. Deck: C-15/32 Incline: 1 Existing Roof System: a Class A, B or C insulated or unlhsu!ated, mechanically fastened or fully adhered PVC/TPA single ply membrane roof covering system to meintein existing Class A, B or C Classification surfaced with: Base Coat: "Paraflex" applied at 1-1/4 to 1.1/2 gal./100-ft.2 Reinforcement (Optional): — "Paraflex Fabric" (140-g1:/m2) embedded into Wet base coat. Top Coat: a- "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2. Surfacing (optional): — Broadcast application of No. 11 ceramic coated roofing granules applied at 35 to 40-ibs/100-ft.2. 3. Deck: C-15/32 Incline: 1/2 Existing Roof System: — Oats A, a or C insulated or uninsulated fully adhered or mechanically fastened EPDM or TPO single ply membrane roof covering system to maintain existing Class A, B or C Classification surfaced With: Base Coat: — "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft,2 Reinforcement (Optionail): "Paraflcx Fabric" (140-gr,/m2) embedded into wet base coat. Top Coat: -M "Paraflex" applied at 1-1/4 to 1-1/2 gal./100-ft.2 Surfacing (optional): — Broadcast application of No. 11 ceramic Coated roofing granules applied at 35 to 40-lbs/100-ft.2 4, Deck: C-15/32 Incline; (See Note 1) Existing Roof System: — Class A, $ or C insulated or non -insulated BUR cap sheet or modified bitumen system to retain the existing Classification covered with: Coating: — "Paracoat White 9010", applied at 1.3-kg/m2. Note 1: Classification (A, B or C) and maximum Incline will be the same as that of the Classified Roof Covering System (TGFU). 5. Deck: C-15/32 Incline: 1 Existing Roof System: Class A, B or C insulated or ryon-insulated TPA system to retain the existing Classification covered with: Coating: — "Paracoat White 9010", applied at 1.3-kg/m2. 6. Deck: C-15/32 Incline: 1/2 Existing Roof System: a Class A, B or C insulated er non -insulated PVC system to retain the existing Classification covered with: Coating: — "Paracoat White 9010", applied at 1.3-kg/m2. Class A or B 1, Deck: C-15/32 theline: 1/2 Existing Roof System: — Class A or B (gravel surfaces maintained) covered with: Insulation: "Paratherm G" or "Paratherm G Taper" or"Paretherm G CO" or "Paratherm G CG Taper" or "Paratherm HO" or "Paratherm HD Plus" or any polyieetyanuratc, glass fiber, Woad fiber or per!ite, any thickness, het mopped or mechanically fastened. Base/Ply Sheet (Optional): — Any Type G1, Type 32, Type 15 or Type 30, hot mopped or mechanically fastened. Printer (Optional): "Pro Primer" (not UL Classified), Mernbrane: — "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", 14/2 gal./100-ft.2 Into which a polyester (110-g) is enibedde i. Surfacing: "Terapro Base Resin Bone 1013" or'`Teraprb Wearing Layer 1001", 1-gal/100-f0. 2. Deck: NC Incline: 1/2 Existing Roof System: — Class A or B (gravel surfaces may be removed) covered with: Insulation: — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, glass fiber, wood fiber or perlite, any thickness, hot mopped or mechanically fastened. Base/Ply Sheet (Optional): — Any Type G1 or Type 32, hot mopped or Mechanically fastened: Primer (Optional): — "Pro Primer" (not UL Classified). Mernbrane: — "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", at 0.42-lbs/ft2 (2.0-kg/m2) into which a polyester fleece (110-g) Is embedded. Surfacing: — "Terapro Base Resin Bone 1013" or "Terapro Wearing Layer 1001", at 0.26-lbs/ft2 (1.3-kg/m2). Class C 1. Deck: C-15/32 Incline: 1 Existing Roof System: — Class C roofing system covered with: Base Coat: — One or more layers "Carlisle Modified Base Sheet" mechanically fastened or hot mopped. Membrane: — Carlisle "Sure -Weld AFX or AFX PLUS Membrane" mechanically fastened or hot mopped. http://databate.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?nameeTGFU.R10630&ccnshorttitie=Roofing+Systems&objid=107435... 6/13 7/26/2018 TGFU.R10330 - Roofing Systems Insulation: -- Wood fiber, 3/4 -in. thick. Base/Ply Sheet: -- "Parabase FS", mechanically fastened. Ply Sheet: "Paradiene 20" adhered with hot roofing asphalt or PA=311 adhesive Membrane: — "Teranap" adhered with hot roofing asphalt or PA -311 adhesive. Surfacing: — Gravel, 400-ib/10b°ft.2 embedded in a flood coat of hot roofing asphalt. 4. Deck: NC Incline: 3/4 Insulation (Optional): — Any UL Classified, any thickness, covered with 3/4 -in. niinirrium perlite. Base/Ply Sheet: — "Terabase", "Terabase TG", "Paradiene 20", "Paradiene 20 TG" or "Paradiene 20 PR". Membrane: — "Paradiene 20 PR" or "Teranap" (modified bitumen). Surfacing: •- 400-Ib/100-ft.2 embedded in a flood coat of "PA -311 R". 5. Deck: C-15/32 Incline: 3/4 Insulation (Optional): a,- Wood fiber, 3/4 -in. thick. Base/Ply Sheet: — "Parabase FS", mechanically fastened. 0Iy Sheet: — "Paradiene 20" adhered with hot roofing asphalt or "PA -311 R" adhesive. Membrane: — "Teranap" adhered with hot roofing asphalt or "PA -311 R" adhesive. Surfacing: Gravel, 400-ib/100-ft. embedded in a flood coat of "PA -311 R". Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — "Paratherrn G" Or "Paratherm G Taper" or "Paratherrh G CG" or "Paratherm G CG Taper" or "Paratherrh HD" or "Paratherm HO Plus" or any polyisocyanurate, urethane, perlite/isocyanurate or composite, glass fiber, perlite or wood fiber, no limitation. Base/Ply Sheet: — "Paradiene 20". Membrane: — "Paradiene 30FR" or "Paradlene30 CR FR". 2. Deck: C-15/32 Incline: 1/2 Insulation: "Paratherm G" or "Paratherm G Taper` or "Paratherm G sG" or "Paratherm G CG Taper" or "Paratherm Hb" or "Paratherm HD Plus" or any polyisocyanurate, urethane, perlite, perlite/urethane composite or glass fiber, 3/4 -in. minimum. Base/Ply Sheet: — "Paradiene 20". Mecrnbrane: -- "Paradiene 30FR". 3. Deek: C-15/32 Incline: No limitation. inkulation: — "Paratherrn G" or "Paratherm G Taper' or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, urethane, perlite/isocyanurate composite, glass fiber, perlite or wood fiber, any thickness. Insulation (Optional): -- Wood fiberboard, 1/2 -in. thickness minimum. Base/Ply Sheet: -- One layer "type G2, "Paradiene 20" or "Ire). 30". Membrane: — "Veral Aluminum", heat fused, hot mopped in place or adhered with "SFT Adhesive" at 2-gal/100-ft.2. 4. Deck: C-15/32 Incline: No lirhitation. Base Sheet: = Type G2, "Parabase" or "Parabase Plus", Mechanically fastened or adhered With hot roofing asphalt. Ply Sheet: -- Type G2, "Paradiene 20" er "Irex 30", adhered with hot roofing asphalt. Membrane. -- "Veral Aluminum", heat fused or het mopped in place: 5. Deck: NC Incline: 1 Insulation (Optional): -- "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any poiylsocyanurate, glass fiber, perilte, wood fiber, mechanically attached or adhered with hot rbofing asphalt, any thickness. Base/Ply Sheet: -- Type G2 "Parabase" or "Parabase Plus", mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — "Paradiene 20", "Paradiene 20EG", "Paradiene 20 HT" or "Paradiene 20 IIV", adhered with hot roofing asphalt: Membrane: - "Paradiene 30 HT FR TG", "Paratech FR" or "Paradiene 40FR", adhered with hot roofing asphalt. 6. Deck: C-15/32 incline: 1 Insulotione �- "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, 1-1/4 in. minimum or glass fiber, perlite, wood fiber, 1/2 in. Minimum, with joints offset 6 -In. from joints In deck. Base/Ply Sheet -- Type G2 (22 -ib minimum) "Parabase" or "Parabase Plut", rnechenlcally fastened. Membranes "Paratech FR" or "Paradiene 40FR", adhered with hot roofing asphalt: 7. Deck: NC Incline: 1/2 Insulation: -- Expanded polystyrene (EPS), extruded polystyrene (XEPS), any thickness. Barrier Board: — Wood fiber, perlite, glass fiber, 0.45 -in. minimum. Base/Ply Sheet: — "Paradiene 20". Metlsbrane: -^ "Paradiene 30FR". 8: Decks NC Incline: No limitation Insulation: — Expanded polystyrene (EPS), extruded polystyrene (XEPS), any thickness. Barrier Board: --- Wood fiber, perilte, glass fiber, 0.45 -in. minimum. Base/Ply Sheet: — Type G2, "Paradiene 20" or "Irex 30". Membrane: -- "Vera) Aluminum", heat fused or hot mopped. http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&conshorttitle=Roofing+Systems&objid=107435... 8/13 7/26/2018 TGFU.R10630 - Roofing Systems SINGLE PLY MEMBRANE SYSTEMS Unless otherwise indicated the Type G2 or Type G3 base sheet may be mechanically fastened or applied with hot roofing asphalt; the membranes (modified bitumen) are applied with hot roofing asphalt. Membrane and base/ply sheets suffixed "TG", heat fused in place, are acceptable alternates to the same membranes and base/ply sheets, adhered with hot roofing asphalt, in applicable applications. Siplast "PA -311" or "PA- 311M" (1-1/2 to 2-1/2 gal./100-ft.2) cold application cements are suitable alternates for hot roofing asphalt in Classifications not exceeding 1 1n. incline. Only UL Classified roof insulations (excluding polystyrenes) are to be utilized in the insulated systems described below in any thickness or combination or as noted in individual Classifications, mechanically fastened or either adhered with hot roofing asphalt or UL Classified insulation adhesive. "Siplast Fiberglass Roof Insulation" may be used wherever glass fiber insulation is specified. Minimum 1/2 -in. thick gypsum wallboard or minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTm Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECURQCK®" glass matt board may be used in any roof covering system currently Classified for use over noncombustible roof deck; this allows the system to be used over combustible roof deck (15/32 -in. thick minimum) provided that: The joints in the insulation are offset 6 -in. with the joints in the roof deck, and Polystyrene insulation, if used, is placed beneath the gypsum wall board or Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Rgofboard" or "DensDeck DuraGuardT"Roofboard" or CertalnTeed Gypsum "GlasRoc" or United States Gypsum "SECUROCK®". The use of rosin paper In a roof covering assembly, either on combustible or non-combustible roof deck, is acceptable and will not change the existing Classification for the assembly. Rosin paper may be viewed as optional in all roof covering systems. Unless otherwise indicated, on all noncombustible roof deck systems vapor retarders or ply sheets are optional beneath roof Insulation on all systems. In any system, "Paravent FS" may be included in addition to, but not in lieu of, any base sheet or base/ply sheet. "Parabase FS" may be used in lieu of "Parabase" in any system where "Parabase" is mechanically fastened. Unless specified in the individual Classifications, the following membrane and base/ply sheet alternatives are applicable. "Paradiene 20 EG", "Paradiene 20 HT" and "Paradiene 20 HV" are suitable alternates for "Paradiene 20" in any applicable Classifications. "Paradiene 20 TS" is a suitable alternate to "Paradiene 20" in any applicable Classifications. "Paradiene 30 FR HT" is a suitable alternate to "Paradiene 30 FR" in any applicable Classification. "Paradiene 30 HT FR CR" is a suitable alternate to "Paradiene 30 CR FR" in any applicable Classification. "Paradiene 30 HT" and "Paradiene 40 FR" are suitable alternates to "Paradiene 30" in any applicable Classification. "Paradiene 30 FR ECO -ACTIVE" Is a suitable alternate to "Paradiene 30 FR" in any applicable Classification. "Paradiene 20 MW" is an acceptable substitute for "Paradiene 20". "Paradiene 30 MW" is an acceptable substitute for "Paradiene 30". "Paradiene 30 MW FR" is an acceptable substitute for "Paradiene 30 FR". "Paradiene 30 MW TG" is an acceptable substitute for "Paradiene 30 (TG)". "Paradiene 30 MW FR TG" is an acceptable substitute for "Paradiene 30 FR (TG)". "Paradiene 30 FR (TG) ECO -ACTIVE" is a suitable alternate to "Paradiene 30 FR (TG)" in any applicable Classification. "Parafor 30 ECO -ACTIVE" is a suitable alternate to "Parafor 30" in any applicable Classification. "Irex 40", "Irex HT" and "Irex PR" are suitable alternates for "Irex 30" in any applicable Classification. "Irex 40" and "Irex HT" may be heat fused In place. "Vera) Copper", "Veral Stainless Steel" and "Veral Spectra" are suitable alternates for "Veral Aluminum" in any applicable Classification. Additional layers of Type G2, "Parabase" and "Parabase Plus" may be added to any Classification. The "PC -227" (maximum 3-gal/100-ft.2) coating is suitable for use over any of the following systems up to a max incline of 3/4 -in. Wood fiberboard, 1/2 -in. thick minimum, may be used over polyisocyanurate insulation in any classification specifying the latter. Class A - Ballasted 1. Deck: NC Incline: 3 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness, covered with 3/4 -in. minimum perlite. Base/Ply Sheet — "Terabase", "Terabase TG", "Paradiene 20", "Paradiene 20 TG" or "Paradiene 20 PR". Membrane: — "Paradiene 20 PR" or "Teranap" (modified bitumen). Surfacing: — 400-Ib/100-ft.2 embedded in a flood coat of hot roofing asphalt or PA -311, or concrete pavers, minimum 10-Ib/100-ft.2. 2. Deck: NC Incline: 2 Base Sheet: — "Terabase", "Terabase TG", "Paradiene 20" or "Paradiene 20 TG", adhered with hot roofing asphalt. Membrane: — "Paradiene 20" or "Teranap", adhered with hot roofing asphalt. Vapor Barrier (Optional): — Polyethylene film (not UL Classified), Insulation: — Expanded polystyrene (EPS) or extruded polystyrene (XEPS), any thickness. Slip Sheet (Optional - not UL Classified): — Phillips Fibers "Rufon", International Paper "D689" or "Fabrene", 2-oz/100-yd.2. Surfacing: — Crushed stone (1/2 to 1-1/2 in. diameter) or river bottom stone (3/4 to 1-1/2 in. diameter), 600-lbs/100-ft.2 minimum, loose laid, or concrete pavers, minimum 10-Ib/100-ft.2. 3. Deck: C-15/32 Incline: 3 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU,R106308"ccnshorttitle=Roofing+Systems8,objid=107435... 7/13 7/26/2018 TGFU.R10630 - Roofing Systems 9. Deck: NC Incline: 1 Insulation: — Expanded polystyrene (EPS), extruded polystyrene (XEPS), any thickness. Barrier Board: — Wood fiber, perlite, glass fiber, 0.45 -in. minimum. Base/Ply Sheet: Type G2, "Parabase", "Parabase Plus", mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Paradiene 40FR" or "Paratech FR". 10. Deck: C-15/32 Incline: No limitation Insulation: — Expanded polystyrene (EPS), extruded polystyrene (XEPS), any thickness. Barrier Board: — Perlite, glass fiber, 3/4 -in. minimum. Base/Ply Sheet: — Type G2, "Irex 30" or "Paradiene 20". Membrane: — "Veral Aluminum", heat fused or hot mopped. 11. Deck: NC Incline: 1/2 Base Sheet: — Type G2, "Parabase" or "Parabase Plus", mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: — "Paradiene 20". Membrane: — "Paradiene 30FR". 12. Deck: NC Incline: No limitation Base/Ply Sheet: — Type G2, Type G3, "Paradiene 20" or "Irex 30". Membrane: — "Veral Aluminum", heat fused or hot mopped. 13. Deck: NC Incline: 1 Insulation (Optional): — Glass fiber, perlite, wood fiber, one or more layers, any combination, 2 -in. maximum thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 FR", adhered with hot rooflng asphalt. 14. Deck: C-15/32 Incline: 1 Cap Sheet: — Inverted Type G3, mechanically fastened. Base Sheet: — "Paradiene 20", heat fused. Cap Sheet: — "Paradiene 30 FR", heat fused or hot mopped. 15. Deck: C-15/32 Incline: 1 Insulation (Optional): -- "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardT" Roofboard" or CertalnTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in, thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum. Base/Ply sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 FR", adhered with hot roofing asphalt, 16. Deck: NC Incline: 1/2 Insulation: — Wood fiber, 1/2 -in. thick, mechanically fastened. Base/Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with hot roofing asphalt. 17. Deck: NC Incline: 1/2 Base Sheet: — Type G2, "Parabase" or "Parabase Plus", mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with hot roofing asphalt. 18. Deck: NC Incline: 1/2 Insulation (Optional): — Glass fiber, perlite, wood fiber, one or more layers, any combination, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with hot roofing asphalt. 19. Deck: C-15/32 Incline: 1/2 Cap Sheet: — Inverted Type G3, mechanically fastened. Base Sheet: — "Paradiene 20", heat fused. Cap Sheet: — "Paradiene 30 CR FR", heat fused or hot mopped. 20. Deck: C-15/32 Incline: 1/2 Insulation (Optional):— "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuardr" Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECURQCK®" glass mat board or "National Gypsum "DEXcell http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&ccnshorttitle=Roofing+Systems&objid=107435... 9/13 V26/2018 TGFU.R10630 - Roofing Systems Glass Mat Roof Board", "DEXeeI! FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -in, thick minimum. Base Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Cap Sheet: — "Paradiene 30 CR FR", adhered with hot roofing asphalt, 21. Deck: NC Incline: 1 Insulation (Optional): * "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HO Plus" or any UL Classified, any thickness. Barrier Board: -- Georgia-Pacific Gypsum LLC "DengDeck® Roofboard" or "DensDeck Prime® itoofboard" or "DensDeck DuraGuard%r" Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCKS" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4-!n. thick minimum or National Gypsum "DEXcell Cement Board" 7/16-1n. thick minimum. Base Sheet: — "Paradiene 20 TG", heat fused. Ply Sheet: — "Tetanal)", hot mopped. Cap Sheet: — "Paradiene 30 FR TG", heat fused. 22. Deck: NC Incline: 1 Insulation (Optional): — Wood fiberboard, 1/2 -in. minimum, over "Paratherni G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or"Paratherm HD Plus" or any UL Classified poiyisocyanurate insulation, any thickness, any combination. Base Sheet: — "Paradiene 20", adhered with "srr Adhesive" at a rate of 2-gal./100-ft.2. Membrane: — "Paradiene 30 FR", adhered with "SFT Adhesive" at a rate of 2-gal./100-ft.2 23. Deck: C-15/32 Incline: 1 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness, any combination, covered with optional wood fberbaard. Barrier Board: — 1/2 -in. thick gypsum wallboard or 1/4 -in. thick minimum Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"'^ Roofbbard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum Co. "SECUROCK®" glass mat board, "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" or National Gypsum "DEXcell Cement Board" 7/16 -in. thick minimum with all joints staggered 6-1n. minimum from plywood joints. Base Sheet: "Paradiene 20", adhered with "SFT Adhesive" at a rate of 2 gaL/100-ft.2. Membrane: -- "Paradiene 30 FR", adhered with "SFT Adhesive" at a rate of 2 gal./100-ft.2. 24. Deck: C-15/32 incline: 1/2 Base Sheet: -- Type G2 or "Irex 40", mechanically fastened Insulation: — "Paratherm G" or "Paratherm G Taper' or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polylsocyanurate, minimum 2 -in. thick, Barrier Board: — 3/4 -in. thick perlite or Johns Manville "Duraboard", adhered with hot roofing asphalt Base Sheet: — "Paradiene 20" or "Paradiene 20 EG", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with hot roofing asphalt. 25. Deck: C-15/32 Incline: 1 Insulation (Optional): -- "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any UL Classified, any thickness. Barrier Board: — Georgia-Pacific Gypsum LLC "DensDeckt Roofboard" or "DensDeck Prime(' R'oofboard" or "DensDeck DuraGuardm Roofboard" or CertainTeed Gypsum "GlasRoc:" or United States Gypsum Co. "SECUROCK®" glass mat board or "National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" 1/4 -in. thick minimum or National Gypsum "DEXcell Cement Board" 7/16 -In. thick minimum Base Sheet: — "Paradiene 20 PR", mechanically fastened; or"Tradesman SBS Glass SA", self -adhered. Ply Sheet: -- "Paradiene 20 TG", heat fused. Cap Sheet: — "Paradiene 30 PR TG", heat fused. 26. Deck: NC Incline: 1/4 Insulation (Optional): -- Po!yisocyanurate, glass fiber, perlite, wood fiber, mechanically attached or adhered with hot roofing asphalt, any thickness. Base/Ply Sheet: — Type G2 "Parabase" or "Parabase Pius" mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: —"Paradiene 20", "Paradiene 20EG", "Paradiene 20 HT" or "Paradiene 20 HV" adhered with "PA -311 R" applied at 1-1/2 gal./100-ft.2. Membrane: — "Paradiene 30 HT FR TG", "Paratech FR" or "Paradiene 40FR", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100- ft,2, 27. Deck: C-15/32 Incline: 1/4 Insulation: — Polyisocyanurate, 1-1/4 in. minimum or glass fiber, perlite, wood fiber, 1/2 -in. minimum with butt joints in the insulation offset a minimum of 6-1n. from butt joints in roof deck. Base/Ply Sheet: — Type G2 (22 -Ib minimum) "Parabase" or "Parabase Plus" mechanically fastened. Membrane: — "Paratech FR" or "Paradiene 40FR" adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. 28. Deck: NC Incline: 1/4 Insulation: — Expanded polystyrene (EPS), extruded polystyrene (XEPS), any thickness. Barrier Board: — Wood fiber, perlite, glass fiber, 0.45 -in. thick minimum. Base/Ply Sheet: — Type G2, "Parabase" or "Parabase Plus" adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. Membrane: — "Paradiene 40FR" or "Paratech FR". http://database.ul.com/cgi-bin/XYV/tempiate/LISEXT/1 FRA!ME/showpage.htmi?name=TGFU.R10630&ccnshorttitle=Roofing+Systems&objid=10743... 10/13 7/26/2018 TGFU.R10630 - Roofing Systems 29. Deck: NC Incline: 1/4 Insulation (Optional): — Glass fiber, perlite, wood fiber, one or more layers, any combination, 2 -in. maximum thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — "Paradiene 20", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. Membrane: — "Paradiene 30 FR", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. 30. Deck: C-15/32 Incline: 1/4 Cap Sheet: — Inverted Type G3, mechanically fastened. Base Sheet: — "Paradiene 20", heat fused. Cap Sheet: — "Paradiene 30 FR" adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. 31. Deck: C-15/32 Incline: 1/4 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck PuraGuard"^ Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum "SECUROCK®" glass mat board or National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" or minimum 7/16 -in. thick National Gypsum "DEXcell Cement Board". Base/Ply Sheet: ,- "Paradiene 20", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2, Membrane: — "Paradiene 30 FR", adhered with "PA -311 R" adhesive applied at 1-1/2 gal,/100-ft.2. 32. Peck: NC Incline: 1/4 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" or CertainTeed Gypsum "GlasRoc" or United States Gypsum "SECUROCK®" glass mat board or National Gypsum "DEXcell Glass Mat Roof Board", "DEXcell FA Glass Mat Roof Board" or minimum 7/16 -in. thick National Gypsum "DEXcell Cement Board". Base Sheet: — "Paradiene 20 TG", heat fused. Ply Sheet: — "Teranap", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. Membrane: — "Paradiene 30 FR TG", heat fused. Class B - Fully Adhered 1. Deck: C-15/32 Incline: No limitation. Base/Ply Sheet: — Type G2, "Irex 30", 'Type G3 or "Paradiene 20". Membrane: — "Veral Aluminum", may be heat fused or hot mopped in place. 2. Deck: NC Incline: 1 Base Sheet: — Type G2, "Parabase" or "Parabase Plus". PIy Sheet: — "Paradiene 20". Membrane: — "Paradiene 30FR". 3. Deck: C-15/32 Incline: 1/2 Base Sheet: — Type G2 or "Parabase" or "Parabase Plus", mechanically fastened. Ply Sheet: — "Pardiene 20". Membrane: — "Paradiene 30FR". 4. Deck: C-15/32 Incline: 1/2 Base/PIy Sheet: — Type G2, "Parabase" or "Parabase Plus". Membrane: — "Paradiene 40FR" or "Paratech FR". 5. Deck: C-15/32 Incline: 1/2 Insulation: — Wood fiber, perlite, glass fiber, 1/2 -in. minimum. Base Sheet: — "Paradiene 20". Membrane: — "Paradiene 30FR". 6. Deck: NC Incline: 2-1/2 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base/PIy Sheet: — "Paradiene 20", mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Paradiene 30FR", adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2-1/2 Insulation: — Glass fiber, perlite, wood fiber, mechanically fastened, 1/2 -in. minimum. Base/PIy Sheet: — "Paradiene 20", mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Paradiene 30FR", adhered with hot roofing asphalt. 8. Deck: C-15/32 Incline: 2-1/2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&ccnshorttitle=Roofing+Systems&objid=10743... 11/13 7/26/2018 TGFU:R10630 - Roofing Systems Inaulatlon: a "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polylsocyanurate, mechanically fastened, 1-1/4 !n. minimum. Base/Ply Sheet: — "Paradiene 20". Membrane: "Paradiene 30FR", adhered with hot roofing asphalt. 9. Deck: C-15/32 Incline: 2-1/2 Base Sheet: -- "Parabase" or "Parabase Pius", mechanically fastened or adhered with hot rooflng asphalt. Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30FR", adhered with hot roofing asphalt. 10. Deck: NC Incline: 1 Insulation (Optlanai): — Glass fiber, perlite, wood fiber, one or more layere, any combination, any thickness, mechanically fastened or adhered with hot roofing asphalt Base/Ply Sheet: •— "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with hot roofing asphalt. 11. Deck: C-15/32 Incline: 1 Insulation: — Wood fiberboard, 1/2 -in. minimum, over"Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm Hb Pius" or any UL Classified polyisocyanurate insulation, 1-1/2 in. mininlum. Base Sheet: — "Paradiene 20", adhered with "SFT Adhesive" at a rate of 2-ga1/100-ft.2. Membrane: - "Paradiene 30 FR", adhered with "SFT Adhesive" at a rate of 2-ga1/100-ft.2. 12. Deck: NC Incline: 1/4 Insulation (Optional): — Glass fiber, perlite, wood fiber, one or more layers, any combination, any thickhess, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30 CR FR", adhered with "PA -311 R" adhesive applied at 1-1/2 gal./100-ft.2. Class C - Ploidy Adhered 1. Deleted. 2. Deck: C-15/32 Incline: 2-1/2 Base Sheet: — Type G2, "Parabase" or "Parabase Plus", mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: — "Paradiene 20", adhered with hot roofing asphalt. Membrane: — "Paradiene 30", adhered with hot roofing asphalt. 3. Deck: C-15/32 inline: No Limitation Insulation (Optional): — "Paratherm G" or "Paratherm Gaper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HO Plus" or any polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — (Optional when oro Insulatibn is used, otherwise required) Type G2, "Parabase", "Parabase Plus", "Paradiene 20", mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Parafor BOLT", "Parafor SOWS", adhered with hot roofing asphalt, mechanically fastened or heat fused ih place. 4. Deck: C-15/32 Incline: 2-1/2 Insulation (Optional): — "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HO Plus" or any polyisocyanurate, glass fiber, partite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: — "Paradiene 20", mechanically fastened or adhered with hot roofing asphalt. Membrane: "Paradiene 30", adhered with hot roofing asphalt. 5. Deck: C-15/32 Incline: No Limitation Insulation (Optional): a. "Paratherm G" or "Paratherm G Taper" or "Paratherm G CG" "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, glass fiber, perlite, wood fiber, Geof'gia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "bensDeck DuraGuard '" Roofboard", ally combination, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet (Optional): — Type G2, Type G3 inverted, "Parabase" or "Parabase Plus', mechanically fastened or adhered with hot roofing asphalt. Ply Sheet: -- "Paradiene 20" or "Paradiene 20 F;", hot mopped. Membrane: -- "Parafor 50" or "Parafor 30", heat fused in place. 6. Deck: C-15/32 incline: 2-1/2 Insulation (Optional): "Paratherm G" or "Paratherm G Taper" or "Paratherm G Cr;" or "Paratherm G CG Taper" or "Paratherm HD" or "Paratherm HD Plus" or any polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickhess, mechanically fastened or adhered with hot roofing asphalt. Barrier Board: — 1/2 -in, thick gypsum wallboard or 1/4 -in. thick minimum Georgia-Pacific Gypsum LLC "bensbeck® Roofboard" or "Densbeck Marcie® Roofboard" or "DensDeck DuraGuardTM Roofboard", "National gypsum "DEXcell Glass Mat Roof Board", "DEXceil FA Glass Mat Roof Board" or National Gypsum "DEXceli Cement Board" 7/16 -in. thick minimum with all joints staggered 6 -in. minimum from plywood joints. Ply Sheet: — "Paradiene 20 PR TG", heat fused. Membrane: — "Parafor 30", heat fused. http://database.ul.com/cgi-bin/XYV/template/LISFXT/1 FRAME/3howpage.htmi?nantetTGFU.R10630&ccnshorttitieeRoofing+Systems&objidel0743... 12/13 7/26/2018 Last Updated on 2018-06-12 TGFU.R10630 - Roofing Systems Questions? Print this page Terms of Use Page Top ©2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with Permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "© 2018 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R10630&ccnshorttitle=Roofing+Systems&objid=10743... 13/13 siplast SIPLAST JOB #: JOB NAME: JOB LOCATION : MARKET AREA: ROOFING CONTRACTOR: FAX: Ply Base 2nd Layer Finish INSPECTION PUNCH LIST 55966 Westfield Southcenter - Area J -2C 2800 Southcenter Mall Seattle, WA 98188 King County 111 District: 110 Pacific Rainier Roofing , Inc. 425-771-4339 SIPLAST PRODUCTS Product Name !rex 40 Paradiene 20 TG Paradiene 30 FR TG INSPECTION DETAILS DATE: INSPECTOR: INSPECTION TYPE : 11/12/2018 Brad Viles Final JOB COMP DATE : 11/12/2018 No. Method of Application Torch Applied Torch Applied Torch Applied PUNCH LIST ITEMS - TOP PLY PARADIENE 30 MEMBRANE APPLIED BY TORCH The following deficiencies were noted during the inspection: Item # 29 Protection pads Location: Foam support pads Required Action: Install protection pads under the supports. ADDITIONAL COMMENTS: A final inspection was conducted with Todd Vick and Alex. During the project, the roofers were reminded of our requirement to use canes to pull the roil during torching, so they started using the canes. I inspected this location and found no sign of any footprints requiring repairs. This location is approximately 10 squares in size, DISTRIBUTION: List the names of people that should receive copies of this document: todd@pacificrainierroofing.com, pacranroofa@aol.com Prepared by: Brad Viles Inspector The Final Inspection Punch List must be signed to signify that ALL ABOVE ITEMS HAVE BEEN COMPLETED IN ACCORDANCE WITH SIPLAST RECOMMENDATIONS. Once signed and completed, fax the punch list to 469-995-2206 Attention: Warranty Serices andfor mail to Siplast. Inc, 1000 Rochelle Blvd.. Irving, TX 75062-3940, Authorized Contractors Representative (Please Print Name & Title) Signature Date Siptast - 1003 Rochelle Boulevard -- Irving, 7exas 75062-3040 - 460-095-2200 - www.siplast.com WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF - SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy -Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Report #12 — Back -Punch Job -site Address 2800 Southcenter Mall Tukwila, Washington Date of Site Visit: N/A Page 1 of 3 Phone: 206-246-0423 E-mail: anthompson@westfield.com Phone: 206-246-0423 E-mail: brian.kirk@urw.com Phone: 425-771-4300 E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com Phone: 425-391-6893 E-mail: brad.viles@siplast.com Weather: N/A Temp: N/A Contractors: Pacific Rainier Foreman: N/A Workers On -Site: Contact w/: Andy Thompson (Westfield) via phone Location(s) of Work: Materials observed on site: N/A Foreword: This writer spoke with Andy Thompson (Westfield) on November 29, 2018 regarding the Punch - Inspection performed on November 20, 2018 for the reroof project at Roof Area J2 -C. An email from Todd Vick (Pacific Rainier Roofmg) indicated the punch -list items were resolved. Punch -List Items are updated in this Report: Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer '/-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Riley Kennedy, Field Engineer Sent: December 3, 2018 14715 NE 95th St., Ste. 100 Redmond, WA 98052 Reviewed by: Jeorge Hopkins, Principal / Field Inspection Supervisor Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Report #12 — Back -Punch Job No. 10-180606A1 Punch -List Items Page 2 of 3 11.2 J -hood covers should be filled with closed cell spray foam to prevent water intrusion at times of wind -driven rain. Update 11/29/18 Report No.12: It was indicated by Mr. Vick (Pacific Rainier) that spray foam was placed in the J -hood openings day of punch -inspection on 11/20/18. Item Closed. 11.3 Blocking should be added to floating electrical conduit for support. Blocking should be placed on adhered protection pad to prevent damage to the new finished roof system. Update 11/29/18 Report No.12: It was indicated by Mr. Vick (Pacific Rainier) that blocking placed on protection pad was installed day of punch -inspection on 11/20/18. Item Closed. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #12 — Back -Punch Page 3 of 3 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT — WESTFIELD SOUTHCENTER REROOF— SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report #11 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: November 20, 2018 Page 1 of 6 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Foggy Temp: 50°F Contractors: Pacific Rainier Foreman: N/A Workers On -Site: Contact w/: Andy Thompson (Westfield), Todd Vick and Roger (Pac-Rainier) Location(s) of Work: Materials observed on site: Pro -Primer Resin, Paradiene 20 TG, Paradiene 30 FRGR TG. Foreword: This writer was on-site accompanied by Riley Kennedy (Wetherholt & Associates) to conduct a walk- through of the substantially completed roof installation, and note any areas of concern. Also on site to review substantially completed work was Todd Vick and Roger (Pac-Rainier) and Andy Thompson (Westfield). It was indicated by Mr. Vick that Siplast performed their punch -inspection prior to this site visit. Observations below may not include all areas of concern and further problem items may be discovered during the process of repairs. The following items were observed that require repair and/or additional work: Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 1/2-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer '/-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: November 26, 2018 14715 1V 95`x' St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Report #11 Job No. 10-180606A1 Punch -List Items Page 2 of 6 11.1 Overview of J2 -C work area as viewed from the southwest. 11.2 J -hood covers should be filled with closed cell spray foam to prevent water intrusion at times of wind -driven rain. 11.3 Blocking should be added to floating electrical conduit for support. Blocking should be placed on adhered protection pad to prevent damage to the new finished roof system. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Note to Owner: Report #11 Page 3 of 6 11.4 Sealant dependent penetrations outside the scope of work area should be routinely monitored and sealant renewed as necessary to remain serviceable. We recommend including this item on the annual maintenance checklist. New Problem Items: See Punch -List Items. Signatures on Page 1 Westfield Southcenter Reroof— Area J2 -C Report #11 Job No. 10-180606A1 Page 4 of 6 Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 8.5 At the expansion joint on the south rising wall, evidence of potential water traveling behind the expansion joint assembly was reviewed. It appears the parking lot above this location slopes to drain at the top of the expansion joint. A drainage solution should be determined to prevent water from draining behind the assembly, potentially resulting in water intrusion into the roof assembly. Update 10/24/28 Report #9: Per discussion on site with Riley Kennedy (Wetherholt) and Glen and Gerald (Pac-Rainier), it was indicated by Gerald the expansion joint flashing components were likely tucked behind the upturned metal flashing, allowing for potential water intrusion beyond the metal flashing. The expansion joint flashing does contain a tear, which should be addressed by either gluing the tear, or cutting and replacing by installing new expansion joint membrane, fully integrated with the existing membrane. At a later date (prior to project completion), the expansion joint assembly above the roof area will be reviewed at the parking lot location, to allow a more thorough review of the horizontal expansion joint to vertical expansion joint integration. Update 11/20/18 Report #11: The expansion joint has been extended to drain onto the roof system, onto a plastic catch basin. It was indicated the tear was addressed during repair. In review of the location with Todd Vick, it was indicated the expansion joint at the parking deck level extends into the vertical ex . ansion joint in a water shedding manner. Item closed. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #11 Incomplete/Unad-dressed/Problematic Issues from Previous Reports, Continued: Page 5 of 6 8.6 Per discussion with Glen (Pac-Rainier) J -Box hood assembly detail needs more specificity and detail from the angle of where the conduits exit the system. There are over a dozen pipes/conduits passing through one of the locations which will compromise the structural stability of the assembly. Additional detail is requested, and will be reviewed in office by Wetherholt and Associates, Inc. Update 10/24/18 Report #9: Per on site discussion with Riley (Wetherholt) and Glen and Gerald (Pac-Rainier), a modified detail for the J -Box hood assembly will be provided to accommodate field conditions. A multiple component J -hood flashing will be field assembled and installed to cover penetrations, with a hood that is mechanically attached, and removable to allow for maintenance access to penetrations. This will eliminate necessity for closed cell spray foam specified in the drawings, and will result in full coverage of the opening to prevent water intrusion from wind -driven rainfall. Item will be reviewed when installed. Update 11/20/18 Report #11: New sheet metal hoods have been installed per the contract documents. Item closed. 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's representative to get confirmation of installation instructions. Update 10/10/18 Report #7: Shepherd's crooks have been supplied. Irex 40 torch applied mid ply is heated with a propane torch and rolled out by foot and walked on as it is applied. We continue to recommend utilizing shepherd's crooks to pull the membrane along while it is heated, avoiding foot pressure on the newly heated membrane which may displace SBS modified bitumen material, and result in inadequate or uneven adhesion of the material. Monty why are your guys walking on the sheets as they are installed? Jeorge, ...Please call to review 206 715 9146. Brad V please look into this.... Update 10/17/18 Report #8: Shepherd's crooks are being utilized to install SBS mid -ply -sheets. This item will remain open pending review of roof system by Siplast. Update 11/20/18 Report #11: It was indicated by Todd Vick (Pac-Rainier) that Siplast did not note any damages to the roof areas that require repair. Item closed. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #11 Page 6 of 6 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF - SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Report #10 Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0-423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: October 30, 2018 Page 1 of 6 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Partly Cloudy Temp: 60°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 12 (Pac Rainier) Contact w/: Gerald (Pac-Rainier), Andy (Westfield) Location(s) of Work: South rising wall, north roof area Materials observed on site: Pro -Primer Resin, Paradiene 20 TG, Paradiene 30 FRGR TG. Foreword: This writer was on-site with Riley Kennedy (Wetherholt & Associates) to survey two Problem Items and to observe Paradiene 20 TG midply, and Paradiene 30 FRGR TG cap -ply installation, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer '/-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: November 1, 2018 14715 NE 95`h St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Report #10 10.1 Overview of J2 -C work area as viewed from the northeast. Page 2 of 6 10.2 Parapro Flashing Resin is applied to roof penetrations, skylights, and HVAC units. Parapro Flashing Resin is mixed with a catalyzing agent. Flashing area is marked out with painter's tape. Flashing resin is painted in the marked area with a paint brush. Reinforcing fleece is laced in the wet resin and another la er of flashing resin is applied, embeddin: the material. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations, Continued: Report #10 Page 3 of 6 10.3 Per discussion, at the duct intersecting the rising wall, the Parapro flashing resin detail is determined by Pacific Rainier. The newer narrow metal wall panel west of the duct will be removed carefully to prevent any damage to the underlying asbestos panel. The substrate and duct will receive a double layer of Parapro Primer. Parapro flashing resin and reinforcing fleece will be applied to the area and onto the duct, promoting a saddle flashing that will extend onto the existing panels. New metal wall panel to match new adjacent metal wall panels will be installed to cover the existin: . anels to com s Tete the assembly. New Problem Items: N/A Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #10 Job No. 10-180606A1 Page 4 of 6 Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 8.5 At the expansion joint on the south rising wall, evidence of potential water traveling behind the expansion joint assembly was reviewed. It appears the parking lot above this location slopes to drain at the top of the expansion joint. A drainage solution should be determined to prevent water from draining behind the assembly, potentially resulting in water intrusion into the roof assembly. Update 10/24/28 Report #9: Per discussion on site with Riley Kennedy (Wetherholt) and Glen and Gerald (Pac-Rainier), it was indicated by Gerald the expansion joint flashing components were likely tucked behind the upturned metal flashing, allowing for potential water intrusion beyond the metal flashing. The expansion joint flashing does contain a tear, which should be addressed by either gluing the tear, or cutting and replacing by installing new expansion joint membrane, fully integrated with the existing membrane. At a later date (prior to project completion), the expansion joint assembly above the roof area will be reviewed at the parking lot location, to allow a more thorough review of the horizontal expansion joint to vertical ex . ansion 'oint interration. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #10 Incomplefe/Unaadrssed/Problematic Issues from Previous Reports, Continued: Page 5 of 6 8.6 Per discussion with Glen (Pac-Rainier) J -Box hood assembly detail needs more specificity and detail from the angle of where the conduits exit the system. There are over a dozen pipes/conduits passing through one of the locations which will compromise the structural stability of the assembly. Additional detail is requested, and will be reviewed in office by Wetherholt and Associates, Inc. Update 10/24/18 Report #9: Per on site discussion with Riley (Wetherholt) and Glen and Gerald (Pac-Rainier), a modified detail for the J -Box hood assembly will be provided to accommodate field conditions. A multiple component J -hood flashing will be field assembled and installed to cover penetrations, with a hood that is mechanically attached, and removable to allow for maintenance access to penetrations. This will eliminate necessity for closed cell spray foam specified in the drawings, and will result in full coverage of the opening to prevent water intrusion from wind -driven rainfall. Item will be reviewed when installed. J 774 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's representative to get confirmation of installation instructions. Update 10/10/18 Report #7: Shepherd's crooks have been supplied. Irex 40 torch applied mid - ply is heated with a propane torch and rolled out by foot and walked on as it is applied. We continue to recommend utilizing shepherd's crooks to pull the membrane along while it is heated, avoiding foot pressure on the newly heated membrane which may displace SBS modified bitumen material, and result in inadequate or uneven adhesion of the material. Monty why are your guys walking on the sheets as they are installed? Jeorge, ...Please call to review 206 715 9146. Brad V please look into this... . Update 10/17/18 Report #8: Shepherd's crooks are being utilized to install SBS mid -ply -sheets. This item will remain open . ending review of roof s stem b Siplast. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #10 Job No. 10-180606A1 Page 6 of 6 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF- SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report #09 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: October 24, 2018 Page 1 of 6 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Partly Cloudy Temp: 60°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 12 (Pac Rainier) Contact w/: Gerald (Pac-Rainier), Andy (Westfield) Location(s) of Work: South rising wall, north roof area Materials observed on site: Pro -Primer Resin, Paradiene 20 TG, Paradiene 30 FRGR TG. Foreword: This writer was on-site with Riley Kennedy (Wetherholt & Associates) to survey two Problem Items and to observe Paradiene 20 TG midply, and Paradiene 30 FRGR TG cap -ply installation, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 1/2-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer 1/4 -inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: October 29, 2018 14715 NE 95`x' St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof— Area J2 -C Job No. 10-180606A1 Observations: Report #09 Overview of J2 -C work area as viewed from the south. Page 2 of 6 9.2 20 TG torch applied mid -ply is aligned with the previous course and rolled back to center. The membrane is heated with a propane torch and pulled along using a shepherd's crook to prevent foo_ t traffic and damage to heated sheets. 9.3 At the expansion joint at the east edge of the work area, Paradiene 30 FRGR TG torch applied cap -ply is aligned with the previous course and rolled tightly. The membrane is then heated with a .ropane torch and rolled u. the curb and .ressed by hand to promote adhesion. Signatures on Page 1 Westfield Southcenter Reroof— Area J2 -C Job No. 10-180606A1 Report #09 Page 3 of 6 9.4 Paradiene 30 FRGR TG torch applied cap -ply is aligned with the previous course and rolled tightly back to center. The membrane is heated with a propane torch and pulled along using a shepherd's crook to prevent foot traffic and damage to heated sheets. White roofmg granules are then sprinkled at the edges of the exposed bitumen to protect the roof components from UV exposure. 9.5 Decommissioned HVAC units have been removed. The curbs have been capped with plywood. The roof system has been applied to the edges of the curbs and the curb has been capped with a stainless welded cap. Membrane should continue to be installed wrapping into the curbs at removable mechanical units. Metal counterflashing is to be installed on all curbs where removable HVAC units remain, per document details, which was discussed on site with Pacific Rainier Roofing. New Problem Items: N/A Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #09 Job No. 10-180606A1 Page 4 of 6 Incomplete/Unaddressed/ProblematieIssues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 8.5 At the expansion joint on the south rising wall, evidence of potential water traveling behind the expansion joint assembly was reviewed. It appears the parking lot above this location slopes to drain at the top of the expansion joint. A drainage solution should be determined to prevent water from draining behind the assembly, potentially resulting in water intrusion into the roof assembly. Update 10/24/28 Report #9: Per discussion on site with Riley Kennedy (Wetherholt) and Glen and Gerald (Pac-Rainier), it was indicated by Gerald the expansion joint flashing components were likely tucked behind the upturned metal flashing, allowing for potential water intrusion beyond the metal flashing. The expansion joint flashing does contain a tear, which should be addressed by either gluing the tear, or cutting and replacing by installing new expansion joint membrane, fully integrated with the existing membrane. At a later date (prior to project completion), the expansion joint assembly above the roof area will be reviewed at the parking lot location, to allow a more thorough review of the horizontal expansion joint to vertical ex.ansion joint inte_ration. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #09 --Incomplete/Uifi dressed/Problematic Issues from Previous Reports,—Continued: Page 5 of 6 8.6 Per discussion with Glen (Pac-Rainier) J -Box hood assembly detail needs more specificity and detail from the angle of where the conduits exit the system. There are over a dozen pipes/conduits passing through one of the locations which will compromise the structural stability of the assembly. Additional detail is requested, and will be reviewed in office by Wetherholt and Associates, Inc. Update 10/24/18 Report #9: Per on site discussion with Riley (Wetherholt) and Glen and Gerald (Pac-Rainier), a modified detail for the J -Box hood assembly will be provided to accommodate field conditions. A multiple component J -hood flashing will be field assembled and installed to cover penetrations, with a hood that is mechanically attached, and removable to allow for maintenance access to penetrations. This will eliminate necessity for closed cell spray foam specified in the drawings, and will result in full coverage of the opening to prevent water intrusion from wind -driven rainfall. Item will be reviewed when installed. 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's representative to get confirmation of installation instructions. Update 10/10/18 Report #7: Shepherd's crooks have been supplied. Irex 40 torch applied mid - ply is heated with a propane torch and rolled out by foot and walked on as it is applied. We continue to recommend utilizing shepherd's crooks to pull the membrane along while it is heated, avoiding foot pressure on the newly heated membrane which may displace SBS modified bitumen material, and result in inadequate or uneven adhesion of the material. Monty why are your guys walking on the sheets as they are installed? Jeorge, ...Please call to review 206 715 9146. Brad V please look into this.... Update 10/17/18 Report #8: Shepherd's crooks are being utilized to install SBS mid -ply -sheets. This item will remain open . ending review of roof s stem b Siplast. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #09 Job No. 10-180606A1 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approxiinate. f Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet Signatures on Page 1 End of Report - Page 6 of 6 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF- SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report #08 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: October 17, 2018 Page 1 of 5 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Sunny Temp: 70°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 12 (Pac Rainier) Contact w/: Alex (Pac-Rainier), Andy (Westfield) Location(s) of Work: South rising wall Materials observed on site: Glass -faced Polyisocyanurate insulation, Parafast insulation adhesive, Pro -Primer Resin, Tradesman Glass SA Base, DensDeck Prime roof board. Foreword: This writer was on-site to observe Irex 40 mid -ply installation, Parapro Flashing application, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer '/-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: October 22, 2018 14715 NE 95' St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Overview of J2 -C work area from the west. Report #08 Page 2 of 5 8.2 Siplast PA -1125 Primer is applied to roof penetrations and HVAC units at the concrete curbs. Parapro Flashing Resin is mixed with a catalyzing agent. Flashing area is marked out with painter's tape. Flashing resin is applied with a roller and/or paint -brush to the area within the boundaries established by the to . e. 8.3 At edges of roof assembly installation, Siplast roof cement is utilized to temporarily seal the ed es of the roof installation until the next section can be installed. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations, Continued: Report #08 Page 3 of 5 8.4 DensDeck Prime %-inch roof board is installed over two layers of polyisocyanurate insulation, with staggered seams. The coverboard is adhered using Parafast Insulation Adhesive. A wei ted roller is utilized to apply weight to the boards to . romote adhesion. New Problem Items: 8.5 At the expansion joint on the south rising wall, evidence of potential water traveling behind the expansion joint assembly was reviewed. It appears the parking lot above this location slopes to drain at the top of the expansion joint. A drainage solution should be determined to prevent water from draining behind the assembly, potentially resulting in water intrusion into the roof assembl Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #08 New Problem Items, Continued: Page 4 of 5 8.6 Per discussion with Glen (Pac-Rainier) J -Box hood assembly detail needs more specificity and detail from the angle of where the conduits exit the system. There are over a dozen pipes/conduits passing through one of the locations which will compromise the structural stability of the assembly. Additional detail is requested, and will be reviewed in office by Wetherholt and Associates, Inc. UG Me is SHEET METAL J -BOX HOOD ON WOOD CURB Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's representative to get confirmation of installation instructions. Update 10/10/18 Report #7: Shepherd's crooks have been supplied. Irex 40 torch applied mid - ply is heated with a propane torch and rolled out by foot and walked on as it is applied. We continue to recommend utilizing shepherd's crooks to pull the membrane along while it is heated, avoiding foot pressure on the newly heated membrane which may displace SBS modified bitumen material, and result in inadequate or uneven adhesion of the material. Monty why are your guys walking on the sheets as they are installed? Jeorge, ...Please call to review 206 715 9146. Brad V please look into this.... Update 10/17/18 Report #8: Shepherd's crooks are being utilized to install SBS mid -ply - sheets. This item will remain o . enpendin_ review of roof s stem by Siplast. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Roofing Progress Plan / Lo or Map: Report #08 Page 5 of 5 *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report- Signatures on Page 1 WETHERHOL,T AND ASSOCIATES, INC. FIELD REPORT — WESTFIELD SOUTHCENTER REROOF — SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report #07 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: October 10, 2018 Page 1 of 5 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Sunny Temp: 70°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 14 (Pac Rainier) Contact w/: Alex (Pac-Rainier), Andy (Westfield) Location(s) of Work: South rising wall Materials observed on site: Glass -faced Polyisocyanurate insulation, Parafast insulation adhesive, Pro -Primer Resin, Tradesman Glass SA Base, DensDeck Prime roof board. Foreword: This writer was on-site to observe Irex 40 mid -ply installation, Parapro Flashing application, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary '/s-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: October 15, 2018 14715 NE 95th St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Overview of J2 -C work area from the north. Report #07 Page 2 of 5 7.2 Parapro Flashing Resin is applied to roof penetrations and HVAC units at the concrete curbs. Parapro Flashing Resin is mixed with a catalyzing agent. Flashing area is marked out with painter's tape. Flashing resin is applied with a roller and/or paint -brush to the area within the boundaries established by the tape. Reinforcing fleece is placed into the base coat of resin. A top coat of flashing resin is applied over the reinforcing fleece embedding and saturating the material. gw Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations, Continued: Report #07 Page 3 of 5 7.3 DensDeck Prime 1/4 -inch roof board has been installed after two layers of polyisocyanurate insulation. The coverboard is adhered using Parafast Insulation Adhesive. 7.4 Plastic sheeting has been installed at the ceiling of one of the stores (The Cool) under the work area to catch dust dislodh ed durin work. New Problem Items: N/A Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #07 Job No. 10-180606A1 Page 4 of 5 Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's representative to get confirmation of installation instructions. Update 10/10/18 Report #7: Shepherd's crooks have been supplied. Irex 40 torch applied mid ply is heated with a propane torch and rolled out by foot and walked on as it is applied. We continue to recommend utilizing shepherd's crooks to pull the membrane along while it is heated, avoiding foot pressure on the newly heated membrane which may displace SBS modified bitumen material, and result in inadequate or uneven adhesion of the material. Monty why are your guys walking on the sheets as they are installed? Jeorge, ...Please call to review 206 715 9146. Brad V , lease look into this.... Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #07 Page 5 of 5 Job No. 10-180606A1 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. ,1 t Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT — WESTFIELD SOUTHCENTER REROOF— SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report # 06 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Monty Moore (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: October 3, 2018 Page 1 of 4 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: pacranroof@aol.com E-mail: brad.viles@siplast.com Weather: Cloudy Temp: 70°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 14 (Pac Rainier) Contact w/: Alex, Gerald (Pac-Rainier) Location(s) of Work: South rising wall Materials observed on site: Glass -faced Polyisocyanurate insulation, Parafast insulation adhesive, Pro -Primer Resin, Tradesman Glass SA Base, Densedeck Prime roof board. Foreword: This writer was on-site to observe Irex 40 mid -ply installation, cant strip installation at curbs, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer 1/4 -inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: October 8, 2018 14715 NE 95`h St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #06 Observations: Page 2 of 4 6.2 Perlite cant stris are cut to fit at the curbs in . re aration for SBS .ly-sheet installation. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 --New Problem Items: Report #06 Page 3 of 4 6.3 Irex 40 torch applied mid -ply is heated with a propane torch and rolled out by foot, being walked on as it is applied. SBS ply sheets should be rolled out using a shepherd's crook and pulled as they are heated to prevent damage to heated sheets. This item was communicated on site to Gerald (Pac-Rainier). Riley (Wetherholt) has initiated communications with the manufacturer's reeresentative to et confirmation of installation instructions. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #06 Page 4 of 4 Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). N/A Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. t Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT — WESTFIELD SOUTHCENTER REROOF— SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report # 05 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: September 26, 2018 Page 1 of 4 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: brad.viles@siplast.com Weather: Sunny Temp: 70°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 14 (Pac Rainier) Contact w/: Alex (Pac-Rainier) Location(s) of Work: South rising wall Materials observed on site: Glass -faced Polyisocvanurate insulation, Parafast insulation adhesive, Pro -Primer Resins Tradesman Glass SA Base, Foreword: This writer was on-site to observe polyisocyanurate insulation installation and site conditions. The following observations were made. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer '/-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: October 2, 2018 14715 NE 95th St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Report #05 Page 2 of 4 5.2 Polyisocyanurate insulation is installed. Two layers of two-inch polyisocyanurate insulation are mechanically affixed with sixteen fasteners and plates per 4x8 -foot board. Insulation adhesive is sta_ed for application prior to installation of 1/4 -inch DensDeck Prime coverboard. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #05 Page 3 of 4 5.3 At skylights and rising walls, tapered polyisocyanurate insulation is cut to form crickets to promote drainage. New Problem Items: N/A Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by dale and Report #): (Items are listed in descending chronological order by date of the site -visit). Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Report #05 Page 4 of 4 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT — WESTFIELD SOUTHCENTER REROOF — SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report # 04 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: September 20, 2018 Page 1 of 6 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: brad.viles@siplast.com Weather: Cloudy Temp: 65°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 9 (Pac Rainier) Contact w/: Alex (Pac-Rainier), Andy Thompson (Westfield) Location(s) of Work: Concrete Pads Materials observed on site: SikaFlex lA Sealant, Siplast PA -1125 Asphalt Primer, Parapro Flashing Resin Foreword: This writer was on-site to observe Parapro Flashing application on penetrations and installation of electrical box mounts, base -ply application on concrete pad and site conditions. Andy Thompson (Westfield) and Riley Kennedy (Wetherholt) were present to discuss potential delays in flashing application due to tenant complaints of odor. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer 1/4 -inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: September 25, 2018 14715 NE 95th St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Report #04 Page 2 of 6 4.1 Overview of west concrete pad showing work temporarily delayed in response to tenant requests. It was indicated by Alex (Pacific Rainier) the area would be made weather tight prior to movin on to another work area. 1: Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #04 Page 3 of 6 4.2 Parapro Primer Resin is applied to roof penetrations at HVAC units on the concrete curbs in preparation for application of Parapro Flashing Resin. Parapro Flashing Resin is mixed with a catalyzing agent. Flashing area is marked out with chalk lines and Primer is applied. Parapro Flashing Resin is then applied with a roller. Reinforcing fleece is placed in the wet resin and another layer of flashing resin is roller applied, embedding the material. As discussed with the foreman, one area of exposed fleece will be embedded prior to temporarily halting work in proximity to intake units. There is a void under the flashing resin next to the north HVAC unit that has been marked for re . air b Pac-Rainier. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #04 Page 4 of 6 4.3 Paradiene 20 TS base -ply is applied to the primed concrete pads. End laps of the base -ply are butted, and addressed with a strip of base -ply, welded into place with a hand torch and pressed with a trowel to promote adhesion. Paradiene 20 TG cap ply is then installed at the edges. The cap -ply is heated with a hand torch and pressed into place with a trowel to promote adhesion. Granules are added at the ed es where the bitumen has seeed out to .rotect the seal. {YIItt#Ftfit}}F7iiTi/ fail 1111114111111111 Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #04 Page 5 of 6 4.4 Electrical boxes are mounted to a pipe with a welded flange affixed to the concrete pad. The existing mounting bracket is removed from the concrete pad. The electrical service box is removed. The welded flange and pipe mount is used to mark the drill points. A roto -hammer is utilized to drill holes, the mount is aligned, and concrete anchors are installed to secure the mount to the concrete pad. The electrical service box is then mechanically affixed to the mounting assembly. Parapro flashing Resin is then applied to the bottom of the assembly to romote a weather ti ht seal. New Problem Items: N/A Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #04 Job No. 10-180606A1 Page 6 of 6 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. m oxM C> Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 J. WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF- SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Brad Viles (Siplast) Report # 03 Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: September 17, 2018 Page 1 of 5 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: brad.viles@siplast.com Weather: Clear Temp: 75°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: 5 (Pac Rainier) Contact w/: Alex (Pac-Rainier) Location(s) of Work: Concrete Pads Materials observed on site: SikaFlex 1A Sealant, Siplast PA -1125 Asphalt Primer, Parapro Flashing Resin Foreword: This writer was on-site to observe Parapro Flashing application on penetrations and installation of electrical box mounts, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'h-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer 'A -inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: September 20, 2018 14715 NE 95th St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations: Report #03 Overview of work area from northeast corner.. Page 2 of 5 3.2 Parapro Flashing Resin is applied to roof penetrations at HVAC units on the concrete curbs. Parapro Flashing Resin is mixed with a catalyzing agent. Flashing area is marked out with painter's tape. Flashing resin is applied with a roller or paint -brush to the area within the tape. Reinforcing fleece is applied to the location. A second layer of flashing resin is applied over the reinforcin fleece embedding the material. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #03 Page 3 of 5 3.3 Electrical boxes are mounted to a pipe with a welded flange affixed to the concrete pad. The existing mounting bracket is removed from the concrete pad. The electrical service box is removed. The welded flange and pipe mount is used to mark the drill points. A roto -hammer is utilized to drill holes, the mount is aligned, and concrete anchors are installed to secure the mount to the concrete pad. The electrical service box is then mechanically affixed to the mountin ' assembl New Problem Items: N/A Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #03 Job No. 10-180606A1 Page 4 of 5 - — - -Incomplete/Unaddressed/Problematic Issues from Previous Reports: -- - - - - (Problem Items continue to appear until marked as `Item Closed" - updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). 2.5 A gap in the Sikaflex 1 a sealant has been noted and marked with a white circle. The problem will be communicated with the foreman the following work day. Update 09/17/18 Report #3: The Sikaflex 1 a sealant has been repaired at this location. Item closed. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #03 Page 5 of 5 Job No. 10-180606A1 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. 1 Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF - SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Brad Viles (Siplast) Report # 02 Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: September 14, 2018 Page 1 of 4 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: brad.viles@siplast.com Weather: Clear Temp: 75°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: N/A Contact w/: Andy Thompson (Westfield) Location(s) of Work: N/A Materials observed on site: SikaFlex 1A Sealant, Siplast PA -1125 Asphalt Primer Foreword: This writer was on-site to observe primer application on concrete pads, sealant application, and site conditions. Locations and measurements are approximate Roof System: Metal Deck, replace corroded deck as necessary 'A-DensDeck Prime Mechanically attached Tradesman Glass SA Base Irex 40 Torch applied at 5 -foot radius around sumps Polyisocyanurate Insulation premium glass facer %-inch DensDeck Prime adhered Irex 40 Torch applied Paradiene 20 TG Paradiene 30 FRGR TG Flashing: Paradiene 20 SA Paradiene 40 FR TG Concrete Pads Siplast PA -1125 Primer Pro Base TS ParaPro Roof Membrane Resin Signed: Kent Bozlinski, Field Inspector Sent: September 20, 2018 14715NE95`''St., Ste. 100 Redmond, WA 98052 Reviewed by: Riley Kennedy, Field Engineer Phone: 425 822-8397 Fax: 425 822-7595 Westfield Southcenter Reroof— Area J2 -C Job No. 10-180606A1 Observations: Report #02 Overview of work area from northeast corner. Page 2 of 4 2.2 Several HVAC units in the area of work have been decommissioned and are to be removed. These units have been marked for removal. 2.3 Conduits along the south wall will require raising to allow for buildup of tapered insulation to be installed between drains along the south wall. Some of the conduit in the work area appears to be damaged or decommissioned„ That determination should be made, and repairs completed if needed) by a licensed electrician Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 Observations Continued: Report #02 Page 3 of 4 2.4 Concrete pads are coated with Siplast PA -1125 Asphalt Primer. Units are elevated off the concrete pad to allow for the liquid flashing system to be installed. Perimeter edges of Pro Base TS are sealed with SikaFlex lA Sealant to .rovide a tempor. seal. New Problem Items: 2.5 A gap in the Sikaflex la sealant and Pro Base has been noted and marked with a white circle. The e roblem will be communicated with the foreman the followin work da Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #02 Job No. 10-180606A1 Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. 2 Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet Signatures on Page 1 End of Report - Page 4 of 4 WETHERHOLT AND ASSOCIATES, INC. FIELD REPORT - WESTFIELD SOUTHCENTER REROOF- SPECIFIED AREA J2 -C — FIELD REPORT Project No. 10-180606A1 Report # 01 Westfield 2800 Southcenter Mall Tukwila, Washington 98188 Attn: Andy Thompson (Westfield) Brian Kirk (Westfield) Cc: Todd Vick (Pacific Rainier) Brad Viles (Siplast) Job -site Address 2800 Southcenter Mall Tukwila, Washington Phone: 206-246-0423 Phone: 206-246-0423 Phone: 425-771-4300 Phone: 425-391-6893 Date of Site Visit: September 5, 2018 Page 1 of 3 E-mail: anthompson@westfield.com E-mail: brian.kirk@urw.com E-mail: todd@pacificrainierroofing.com E-mail: brad.viles@siplast.com Weather: Clear Temp: 75°F Contractors: Pacific Rainier Foreman: Alex (Pac-Rainier) Workers On -Site: N/A Contact wi: Alex (PR), Todd Vick (PR), Gerald (PR), Brian Kirk (Westfield), Perry (Westfield) Location(s) of Work: N/A Materials observed on site: N/A Foreword: This writer was on-site to attend a pre -construction meeting in regard to the reroof project at Westfield Southcenter. Also in attendance were the above listed attendees. The following items were discussed: Locations and measurements are approximate Signed: Riley Kennedy, Field Engineer Reviewed by: Jeorge Hopkins, Principal / Field Inspection Supervisor Sent: September 13, 2018 14715 NE 95`h St., Ste. 100 Phone: 425 822-8397 Redmond, WA 98052 Fax: 425 822-7595 Westfield Southcenter Reroof — Area J2 -C Job No. 10-180606A1 — — Discussion Items Report #01 Page 2 of 3 1.1 It is understood Pacific Rainier will begin application of liquid flashing at concrete curbs adjacent roof area J2 -C, as part of the alternate work for the roofing project. This work is scheduled to begin the week of September 10, 2018. 1.2 Loading/staging area will be at the north side of the building. It is requested the crane utilized for loading materials to the roof is done operating by 9am, to minimize impact on mall customers. 1.3 It was indicated by Mr. Vick that lead time for DensDeck Prime is about 1 to 2 -weeks. 1.4 Existing roof will be demolished and removed from the roof via crane. Phased roofing shall be made temporarily weather tight during all phases. 1.5 It was indicated the city of Tukwila is requiring 2 -inspections during work from a city inspector. This shall be scheduled by Pacific Rainier. 1.6 There are reportedly multiple abandoned units that will be marked by Perry, on-site maintenance for Westfield for removal. These units will be removed, deck infield and roofed over as part of this roofing project. 1.7 One store below the Roof Area J2 -C contains exposed deck. Roofers will require protection of store materials during roofing activities above this location. 1.8 Conduits along the south wall will require raising to allow for buildup of tapered insulation to be installed between drains along the south wall. 1.9 The concrete pads to receive liquid flashing were reviewed on site with the project team. It was indicated that Pacific Rainier will provide and install cant strips at the upslope side of unit mounts to allow liquid flashing membrane to extend onto the face of the mounts and terminate, while • rovidin slo . e to drain. Cant installed here. Signatures on Page 1 Westfield Southcenter Reroof — Area J2 -C Report #01 Page 3 of 3 Job No. 10-180606A1 New Problem Items: Incomplete/Unaddressed/Problematic Issues from Previous Reports: (Problem Items continue to appear until marked as "Item Closed" — updates are noted by date and Report #): (Items are listed in descending chronological order by date of the site -visit). Roofing Progress Plan / Locator Map: *Please note that areas or locations denoted are approximate. Area of roof installed through vapor retarder Area of roof install through basesheet Area of roof install through mid -ply Area of roof install through capsheet End of Report - Signatures on Page 1 vs, i siplast II ROOF MEMBRANE/SYSTEM GUARANTEE Guarantee No.: 55966 Guarantee Date: November 12, 2018 SIPLAST, INC. (SIPLAST), has sold materials which have been used in applying a Roof Membrane/System (comprised solely of the Siplast Roof Membrane, Rigid Roof Insulation designated as Paratherm Polyisocyanurate and/or Structodek Wood Fiberboard and/or DensDeck, DensDeck Prime, or Securock Gypsum Fiber Roof Board, and Parafast Fasteners and/or Para-Stik and/or Parafast Insulation Adhesives) to a building owned and described as follows: OWNER: Westfield Corps, Inc. ROOF MEMBRANE: !rex 40/Paradiene 20 TG/Paradiene 30 FR TG ROOF DECK: Metal Ib ADDRESS OF OWNER: 11601 Wilshire Blvd., 12th FI JOB NAME & AREA: Los Angeles, CA 90025 Westfield Southcenter - Roof Area J -2C ADDRESS OF BUILDING: 2800 Southcenter Mall Seattle, WA 98188 USE OF BUILDING: Retail SIPLAST HEREBY GUARANTEES TO THE ABOVE OWNER, subject to the terms, conditions and limitations stated herein, that the Roof Membrane/System (comprised solely of the SIPLAST Roof Membrane, Paratherm and/or Structodek Wood Fiberboard and/or DensDeck, DensDeck Prime, or Securock Gypsum Fiber Roof Board, and Parafast Fasteners and/or Para-Stik and/or Parafast Insulation Adhesives) at the above building will remain in a water -tight condition for a period of twenty (20) years, commencing with the date hereof; or SIPLAST, will repair the Roof Membrane/System at its own expense. A. TERMS AND CONDITIONS This Guarantee shall be subject to the following additional terms and conditions. 1. SIPLAST shall be liable under this Guarantee only if: a. The Roof Membrane is installed according to SIPLAST specifications; b. The Rigid Roof Insulation is installed according to SIPLAST specifications; c. The installation of the Roof Membrane and Roof Insulation is by a roofing contractor approved in advance by SIPLAST; d. The use of SIPLAST materials has been approved in advance by SIPLAST. B. NOTICE OF CLAIM Any claim hereunder shall be deemed waived unless the Owner shall have given SIPLAST written notice thereof within thirty (30) days after a leak is discovered or should by reasonable diligence have been discovered. C. EXCLUSIONS FROM COVERAGE This Guarantee does not cover leaks or failure of the Roof Membrane/System to perform as guaranteed herein resulting from occurrences beyond the control of SIPLAST including but not limited to: 1. Damage to the Roof Membrane/System caused by lightning, wind -storm, hall, earthquake, tornado, hurricane, flood, malicious mischief, vandalism, chemical or organic deposits or other unusual occurrences. 2. Damage to the Roof Membrane/System caused by (i) abuse or abnormal use of the roof or Roof Membrane/System or (ii) any deliberate or negligent act in maintaining the roof. ROOF INSULATION: ROOF AREA: ROOFING CONTRACTOR: COMPLETION DATE: Paratherm Polyisocyanurate (coated fiberglass facer), Paratherm Polyisocyanurate (coated fiberglass facer), DensDeck Prime 137 Squares Pacific Rainier Roofing, Inc. November 12, 2018 3. Damage to the Roof Membrane/System caused by unauthorized repairs, alterations or modifications,or subsequent work on or through the roof done without prior written approval by SIPLAST of the methods and materials to be used. 4. Damage to the Roof Membrane/System caused by structural defects or failures (including, but not limited to, settling or shifting of the building, and cracking or movement of girders, beams, partitions or foundations) or defects or failure of any substrate component, including defects in application of any substrate component to which the Membrane/System is installed. 5. Damage to the Roof Membrane/System caused by falling objects. 6. Damage to the Roof Membrane/System caused by movement of metal work used in conjunction with the Roof Membrane/System. 7. Damage to the Roof Membrane/System caused by installation of a sprinkler system, water or air conditioning equipment, radio or television antenna, framework for signs, water tower or other installation on the roof after the installation of the Roof Membrane without a prior written approval by SIPLAST of the methods and materials to be used. 8. Damage to the Roof Membrane/System resulting from other than occasional traffic across its surface or from its use as a storage area or recreational surface or for any other similar purposes. 9. Damage to the Roof Membrane/System caused by a change in use of the building without prior written approval of SIPLAST. 10. Damage to the Roof Membrane/System caused by ponding of water or other conditions resulting from improper drainage. D. LIMITATION OF LIABILITY SIPLAST shall be liable only for the cost of repair of such existing Roof Membrane/System by a SIPLAST approved contractor and will not be liable for damages to other components of the roof assembly or the building or the contents or for consequential damages. The expense of removing and replacing traffic surfaces built over the roof shall be borne by the Owner. It shall be a condition to the liability of SIPLAST, hereunder that SIPLAST have access to the roof during business hours throughout the term of the Guarantee. This Guarantee will be subject to all costs of installation being paid, including those of the roofing contractor. THIS GUARANTEE, AND THE STATEMENTS, OBLIGATIONS AND REPRESENTATIONS HEREIN CONTAINED, SHALL BE IN LIEU OF ANY AND ALL OTHER GUARANTEES, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY IMPLIED GUARANTEE OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. SIPLAST SHALL NOT BE LIABLE FOR ANY DAMAGE TO THE BUILDING OR CONTENTS THEREOF, OR FOR ANY CONSEQUENTIAL, INCIDENTAL, SPECIAL OR PENAL DAMAGES. SIPLAST AGENTS HAVE NO AUTHORITY TO GIVE GUARANTEES BEYOND THOSE PROVIDED IN THIS GUARANTEE. SIPLAST By: James N. Mollenhoff, President Siplast 1000 Rochelle Boulevard Irving, Texas 75062-3940 469-995-2200 www.siplast.com Ali ji u IIS j, dl Rev 82014 1 rc F•i!4 4.41 fit 414 -'i 314 !1' 11) hl':ifr IMM City of Tukwila - /2°l Department of Community Development August 17, 2018 ANDY THOMPSON 2800 SOUTHCENTER MALL SEATTLE, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0233 SOUTHCENTER MALL - 2800 SOUTHCENTER MALL Dear ANDY THOMPSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seaVstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaVstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide manufacturer's specifications for the insulation. Proposed insulation indicates R-21. Flat roofs shall be R-38ci. (2015 WSEC TABLE C402.1.3) 2. Provide manufacturer's installation and specification of the roof system. Highlight the Class rating. 3. Information requested in items 1 & 2 shall be separate from the bidder packet and documents. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, -?:(ir .).1, Bill Rambo Permit Technician File No. D18-0233 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0233 PROJECT NAME: SOUTHCENTER MALL SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal DATE: 08/20/18 Revision # before Permit Issued X Response to Correction Letter # _ Revision # after Permit Issued DEPARTMENTS: Po con (60fig Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 08/21018 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/18/18 ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 fnPE RET COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0233 DATE: 08/08/18 PROJECT NAME: 2800 SOUTHCNETER MALL SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: � CAIS-� 41611\(6 >3uilding Division Public Works El kv1 AWC Fire Prevention 111 Planning Division Structural ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/09/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/06/18 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews)(ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg IP, Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Developrno t 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98I8 none: 206-43 I-3670 Web site: Imp://www.ILtiza_ REVISION SIAtIVIITTAL Revision sabmi(tals must be salaniited M person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: August 20, 2018 Plan CheeldPerrnit Number D18-0233 1:3 Response to Incomplete Letter # El Response to Correction Letter # I 0 Revision it after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner D Deferred Submittal # Project Name: Southcenter Mall Reroof Area J -2c Project Address; 2800 Southcenter Mali Contact Person: Todd Vick Summary of Revision: la) See the attached Product Data Sheet for the insulation lb) Existing roof is calculated at R-7 to R-9 (approx. 21/2" thick), proposed roof system will be approx. 434" thick with new insulation of 31/2" (R-20). This improves the intent and purpose of energy conservation by 2x to 3x. Practical difficulties limit the roof system thickness, See the attached photos and descriptions. 2a) The specification with installation procedures are part of the 075000 membrane roofing spec, attached, the class rating is highlighted in section 1.4, 2b) Also is included is a copy of UL's Online Certifications Directory, TGFU.R10630, Roofing Systems, Cass A - Fully Adhered, Deck - NC, Incline W' RECEIVED CITY OF TUKWILA AUG 2U 2018 PERMIT CENTER Phone Number: 425-771-4300 Sheet Number(s): "Oozed" or highlight all areas of revision 'fracludi• dot o vis Received at the City of Tukwila Per: it Center by: Li Ent red in TRAKiT on ) exwitTor,010Parm-Miwitar, i.1.48,PAA Aug,os PACIFIC RAINIER ROOFING INC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of ,Labor & industries Search L&I Page 1 of 2 Atit A -Z Index Help 1\lv L&1 Workplace Rights Trades & Licensing PACIFIC RAINIER ROOFING INC Owner or tradesperson Principals MOORE, MONTY D, PRESIDENT NICHOLSON, JAMES SCOTT, VICE PRESIDENT (End: 04/02/2015) MOLAND, VERYL (End: 05/03/2011) Doing business as PACIFIC RAINIER ROOFING INC WA UBI No. 328 052 804 18012 BOTHELL EVERETT HWY #6 BOTHELL, WA 98012-6888 425-892-8166 SNOHOMISH County Business type Corporation Governing persons MONTY MOORE VERYL MOLLAND; 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. PACIFRR248LC Effective — expiration 06/03/1976-- 05/01/2019 Bond TRAVELERS CAS & SURETY CO Bond account no. 400JU1917 $12,000.00 Received by L&I Effective date 05/02/2006 05/02/2006 Expiration date Until Canceled Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 6045446286 Received by L&I Effective date 11/29/2017 12/0112017 Expiration date 12/01/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=328052804&LIC=PACIFRR248LC&SAW= 9/4/2018 PACIFIC RAINIER ROOFING INC 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. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts 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. L&I Account ID 259,924-00 Account is current. Doing business as PACIFIC RAINIER ROOFING INC Estimated workers reported Quarter 2 of Year 2018 "21 to 30 Workers" L&I account contact TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@Ini.wa.gov 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 08/29/2014 Inspection no. 317424752 Location 3200 Cedar Street Everett, WA 98201 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=328052804&LIC=PACIFRR248LC&SAW= 9/4/2018