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Permit D19-0129 - ANDOVER EAST BUSINESS CENTER #2 - REROOF
ANDOVER EAST BUSINESS CENTER #2 1085 ANDOVER PARK E BLDG B 019-0129 r-) 0 Parcel No: Address: Project Name: K~^� r»� Tukwila �U~� �, u ��v��oa Departmentof Community Development 630)BouthcenterBoulevard, Suite #1U0 Tukwila, Washington 98188 Phone: 206'431'3670 Inspection Request Line: ZV6-43D'9360 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049106 ANDOVER EAST BUSINESS CENTER #2 Permit Number: Issue Date: Permit Expires On: Dl9-Ol29 4/Z9/ZOl9 10/26/2O19 Owner: Contact Person: Name: Address: Contractor: License No: Lender: Name; Address: CBRE|N[ 2041572NDAVE S#2lUC/O STOCK8R|D6ECAPITAL GP, KEN[WA, 98032 BEAUFA8RE5AS 360ll2lSTSW, LYNNVVOOD.WA, 98087 COMMERCIAL |NDSTRLROOFING INC 3601 1Zl5TSTSW, LYNNvVOOD'WA, 98OB/ [Ox4W1[i*205]J CBRE ZO4l57ZmDAVE S SUITE #Z1O'KENT, VVA,98O3Z Phone: (425)423f0900 Phone: (435)423-0900 Expiration Date: 5/16/2019 DESCRIPTION OF WORK: REMOVE EXISTING BUR ROOF DOWN TO SUBSTRATE. INSTALL NEW R38 RIDGED INSULATION AND FIR HD I [OVEo8OARDWITH MECHANICALLY FASTEN PVC MEMBRANE. INSTALL NEW PERIMETER COPING METAL THROUGHOUT. Project Valuation: $300,000.00 Type ofFire Protection: Sprinklers: Fire Alarm; Type ufConstruction: Electrical Service Provided by: TUKWILA Fees Collected: $5,593.91 Occupancy per IBC: VVaterD|sthct: TUKVV|LA Sewer District: TUKWILA Current Codes adopte bythe City nfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296'4GD: Code: 07 21 05 ublic Works Activities: [hanne|izatinn/3trip|nQ: [u/b[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Haul ing/OvorsbeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: P Volumes: Cut: U Fill: 0 Number 0 Permit Center Authorized Signature: ' Date: q12'q liq I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein or not. The granting of this permit does not presurne to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction or the performance of work. I am authorized to sign and obtain this development per I i - i�nd agre/o the conditions attached to this permit. Signature: Print Name: Da This permit shall hecpnncnull and void if the work bnot commenced within l8Odays for thedateofissuance, o,if the work is suspended u,abandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not inaccordance with the approved construction documenoshaUbe resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: 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 onsatisfactory completion ofthis requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0103 PRE-REROOF CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, W4 98188 http://www.TukwilaWA.gov Building Permit No. D 1Z1 Project No. Date Application Accepted (4— I -16f Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1085 - 1 King Co Assessor's Tax No.: 2623049106 7 Andover Park East Suite Number: Ir CM+ bkiki Ni3 i4tV rL New Tenant: 1 Yes J..No Tenant Name: PROPERTY OWNER Name: TLF (Andover)LLC c/o CBRE Address: 20415 72nd Ave S Suite #210 City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Beau Fabregas Address: 3601 121st street sw CitY: Lynnwood State: WA Zip: 98087 Phone: (425) 423-0900 Fax: Email: Beau@Cir-roofing.com GENERAL CONTRACTOR INFORMATION Company Name: Commercial Industrial Roofing Address: 3601 121st street sw City: lynnwood State: wa Zip: 98087 Phone: (425) 423-0900 Fax: Contr Reg No.: COMMEI205JJ Exp Date: 5/16 Tukwila Business License No.: to - eco 4 Floor: ARCHITECT OF RECORD Company Name: Westcoast Roof Consulting Architect Name: Mark Curry Address: 245 Fischer Ave,. Suite B3 City: Costa Mesa State: CA Zip: 92626 Phone: Fax: Email: mcurry@westcoastrc.net ENGINEER OF RECORD 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: 0 u r&peety 0 tote_C Address: City: State: Zip: HApplicationsWorms-Applications On Line \ 2011 Applications \Permit Application Revised - 8-9-1 Jdocx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 300,000 Describe the scope of work (please provide detailed information): Remove existing BUR roof down to substrate. Install new R38 ridged insulation and FR HD coverboard with mechanically fasten PVC membrane. Install new perimeter coping metal throughout. Existing Building Valuation: $ Will there be new rack storage? 0 Yes VI.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? EJ Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EJ Sprinklers I] Automatic Fire Alarm D None D Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D Yes Z 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 El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department, HAApplications\Fonns-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #.1 for fees and estimate sheet. Water District ❑ ...Tukwila [] ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ,..Tukwila ❑ ...Sewer Use Certificate 0 .. Highline []...Valley View ❑ .. Renton [] ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report. (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 O ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation 0 ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...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\201 1 Applications\Permit Application Revised - 8-9-1 I.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 105.12 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 04/18/2019 Print Name: Tony Rubalcava Day Telephone: (425) 740-4596 Mailing Address: 3601 121st street SW Lynnwood WA 98087 City State Zip HAApplicationsTorms-Applications On Line\2011 ApplicabonsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIP IONS ACCOUNT QUANTITY PAID PermitTRAK $5,593.91 D19-0129 Address: 1085 ANDOVER PARK E BLDG B Apn: 2623049106 $5,593.91 DEVEIOPMENT $5,430.12 PERMIT FEE R000.322.100.00.00 0.00 $3,275.83 PLAN CHECK FEE R000.345.830,00.00 0,00 $2,129.29 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $25.00 TECHNOLOGY FEE $163.79 TECHNOLOGY FEE R000.322.900.04,00 0.00 $163.79 TOTAL FEES PAID BY R ,'CEIPT: R17432 $5,593.91 Date Paid: Thursday, April 18, 2019 Paid By: COMMERCIAL INDUSTRIAL ROOFING, Pay Method: CHECK 152658 Printed: Thursday, April 18, 2019 11:16 AM 1 of 1 CriWSYSTEMS INSPECTION RECORD Retain a copy with permit bit, 4912, 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 Project: Type of Inspection: Address: Date Called: Special ns uc n : Date Wanted: 7134 a.m. P.m. Requester: afeiCAS Phone No: 4,74- 7r4' 41e257 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ns ec or Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit biz' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvvila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: V Type of lnsp ction: d30( Lopi e4 t /g"1441...- Address: Date Called: L.034.4 Specia Instru ens: Date Wanted: 1 a.m. p.m. Requester: Phone No: 4,2iC 7Si lisaS`' Approved per applicable codes. Corrections required prior to approval. 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 Project: Type of Inspection:P-B_ f A dress: Date Called: Special Instructions: Date Wanted: &-,t77 a.rn 3--' P.n Requester: 1)0 Phone No: Approved per applicable codes. Corrections required prior to approval. rispec Date: []REINSPECTION FEE REQUIRE©, Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reimspection. z z a 00 m 0 3*� • f—N < "— In a PyW- - c��Dcr a , aD n a0 © '-<©0 ID y 8 0 Opp» • fp � 01 »0 cu 3 r� 0 V rn TO •1 n CP t"< m r FILE Permit No. Plan review approval is subject to errors and fissions Approval of const tion documents does or aulturize the violation ny adopted code or ordinance Recei of aPP ed Field Copy and wledgec: By. Date: City of Tukwila BUILDING DIVISION 1085-1097 ANDOVER PARK E, 2019 ROOF REPLACEMENT 145EE111EOAYENNE SiNIEq COSTA NESL CA 92 2 WESTCOAST PI Ui4-545.T663 ROOF CONSULTING a7f4.545'T664 CBRE KENT, WA ANDOVER EAST BUSINESS CENTER #2 TUKWILA, WA MIME- RS1085 OATS- 02/11/18 OMIT. 1H 1 C000ci METAL DECK MEMBRANE MECHANICALLY ATTACHED HOT—AIR WELD -ROOF BOARD (OPTIONAL) SARNAFASTENER AND SARNADISC RHINOBONDFASTENED THROUGH T-ef) FLUTES Et t..04 VAPOR RETARDER (AS REQUIRED) SARNATHERM INSULATION NOTES: 1) VAPOR RETARDER SHALL BE SEALED AT OVERLAPS AND PENETRATIONS. BUILDING TRUST 781-829-5400 usa.sainallskacom JOB NAM scALE:N.T.S. DATE: 6/16 FILE NO.: RB-ISO ORIN. NO.: ACIURER, SOCA CORPORATION (CA " REVIEWS DETAILS PREPARED BY TIE CONSULTANT, mairivcr AND/OR ENGINEER FOR A PROJECT EMELT FOR THEPtO8EO# OETEMNG F FvTE . REVIBV IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SPCA MID IS NOT BEING CONDUCTED IN UEU OF SOUND ENGMEESSFG AND ARCHITEC1URAL PRACTICES UPON T PUO8E. SBA CORPORATION ASSUMES NO UABLITY WITH RESPECT TO THE DEEPEN OF THE ROOFING OR WATERPROOFING SYSTEM THE ARCHITECT, CONSULTANT ARDOR ENGIPIEER OR A PARTICULAR PROJECT SEARS THE SOLE RESPONEMILITY FOR ha DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE DETAILS AIO SHOP DIUMINGS, AND FOR OETERIMING THBR SUITABUTY FOR A PARTICULAR PROJECT OR APPUCATION, WHLE SBA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF /TS IABASSAME AS WELL AS TRAINING FOR SINA AUTHORIZED APPUCATCRS, THE MANS MD METHODS UMED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS ENDED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA Wm...AA& ARE 71.1E RESPONSISIUTY OF THE CONTRACTOR. ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SSW TERMS AND COMMONS OF SALE AVAll AN F AT USASARNAF1-811B.COIL CONTINUOUS METAL HOOK STRIP (MIN. 22 GAUGE) - METAL COPING CAP WITH WATERTIGHT JOINTS -SARNAFIL FLASHING STRIP, SECURELY ANCHORED TREATED WOOD NAILER MULTI PURPOSE TAPE fe mow- SARNASTOP FASTENED AT BASE OF WALL OR CURB ALTERNATE BASE FASTENING METAL EXTENDER PIECE AS REQUIRED -GROMMETTED FASTENER 12 IN. O.C. SPECIFIED SARNAFIL SECUREMENT HOT-AIR WELD SARNAFIL MEMBRANE COVERBOARD (AS REQUIRED) V/7,.// //./n/ STRUCTURAL DECK VAPOR RETARDER (AS REQUIRED) INSULATION SECURELY FASTENED NOTES: 1) NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR FOOT. REFER TO FACTORY MUTUAL DATA SHEET 1-49. 2) METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4-INCHES WIDE. 3) VAPOR BARRIER SHALL BE SEALED AT EDGES. PARAPET WALL WITH METAL COPING CAP BUILIDNG TRUST 781-828-5400 amafiisika. 00 NAME: SCALE: N.T.S. DATE: 7/ 1 7 F E NO.: 2 DRW. NO.: XXX AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ('SIKA') REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMSN3NG IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED IN LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION, WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. ••• SARNATHERM® XPS - TAPERED Sarnatherm XPS - Tapered is a rigid extruded polystyrene insulation board that can be used in either a Sika roofing or waterproofing application. PRODUCT INFORMATION USES Wherever insulation is required within a conventional roof assembly. AREAS OF APPLICATION I New Roofs ▪ Recover Roofs ▪ Mechanically Attached Systems • Adhered Systems FEATURES / BENEFITS • Low water absorption • Compatible with Sarnafil® and Sikaplan® FILE TESTS STANDARDS APPROVALS • ASTM C 578, Type VI • CANJULC 5701, Type 4 REVIEWED FOR ODE COMPLIANCE APPROVED APR 2 5 2019 PRODUCT DATA FORM COMPOSITION City of Tukwila UILDING DIVISION Polystyrene foam core with a smooth skin surface on the face and back surfaces PACKAGING • Various Thicknesses ▪ Sarnatherm per bundle depends on thickness STORAGE STORAGE CONDITIONS Factory -applied packaging is intended only for protection during transit. When stored outdoors or on the job site, the insulation should be stacked on pallets at least 4 in (102 mm) above ground level and completely covered with a weatherproof covering such as a tarpaulin. The temporary factory - applied packaging should be slit or removed to prevent accumulation of condensation. Refer to PIMA Technical Bulletin 109: Storage and Handling Recommendations for Polyiso Roof Insulation. DIA 00 1/3 4-4-18 Version 4*3 TECHNICAL DATA TYPICAL PHYSICAL PROPERTIESM Properties ASTM Test Method Results Thermal Resistance per in. (25 mm) @75°F (24°C), fe.h.°F/Btu (m2.°C/W), min C 518, C 117 5.0 (0.88) Compressive Strength, psi (kPa), min(2) D 1621 40 (275) Flexural Strength, psi (kPa), min C 203 60 (480) Water Absorption, % by volume, max C 272 0.1 Permeability, perms (ng/(Pa.s.m2))(3) E 96 0.8 (35) Maximum Use Temperature, °F (°C) -- 165 (74) Coefficient of Linear Thermal Expansion, in/in.°F (mm/m.°C) -- 3.5 x 10 (6.3 x 10-2) Flame Spread(4) E 84 Smoke Developed E 84 165 (1)Physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. (2)Value at yield or 5% whichever occurs first. (3)Water vapor permeance varies with product type and thickness. Values are based on the desiccant method and they apply to insulation 1 in (25 mm) or greater in thickness. (4)This numerical flame spread rating is not intended to reflect hazards presented by this or any other material under actual fire conditions. THERMAL DATA* Thickness in mm R-Value C-Value 1.0 25 5.0 0.200 1.5 38 7.5 0.133 2.0 51 10.0 0.100 2.5 64 12.5 0.080 3.0 76 15.0 0.067 4.0 102 20.0 0.050 *Not all avaliable thicknesses are listed Product Data Sheet North America Sarnatherm XPS - Tapered Insulation 4-4-18, VERSION tt3 2/3 BUILDING TRUST SYSTEM INFORMATION INSTALLATION Sarnatherm XPS - Tapered is installed either under or over the Sika roofing/waterproofing membrane depending on the system design. Overburden is utilized to hold the insulation in place in a waterproofing application. Polystyrene should not come in contact with PVC. Always place a separation layer such as Sarnafelt NWP between the Sarnatherm® XPS- tapered and the membrane in both roofing and waterproofing applications. During installation in hot, sunny weather, protect the insulation with a white covering to prevent excessive heat build-up and potential warping of the insulation boards. AVAILABILITY From Sika Corporation — Roofing Authorized Applications for use within Sarnafil or Sikaplan systems. MAINTENANCE Standard maintenance of Sarnafil or Sikaplan systems should include regular inspection of flashings, drains, and termination sealants at least twice a year and after each storm. WARRANTY As a Sika supplied product, Sarnatherm XPS - Tapered is covered under Sika Corporation warranties. LEGAL NOTES All information provided by Sika Corporation ("Sika") concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at use.sarnafihsika.com or by calling 800-451-2504. Prior to each use of any Sika product, the user must always read and follow the warnings and Instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.sarnafil.sika.com or by calling Sika's Technical Service Department at 800-451-2504. Nothing contained In any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE UABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafil@us.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika.com marketing.construction@ca.sika.com Product Data Sheet North America Sarnatherm XPS - Tapered Insulation 4-4-18, VERSION #3 3/3 BUILDING TRUST lat AREAS OF APPLICATION • New Roofs ▪ Recover Roofs • Mechanically Attached Systems • Adhered Systems FEATURES BENEFITS SARNATHERM ROOF BOARD-H FR Sarnatherm Roof Board-H FR is a 1/: in (12.7 mm) thick, high -density polyisocyanurate roof board specifically designed for direct application to combustible decks. It is manufactured with coated glass facers on both sides and is suitable for use in new construction and recover roof applications with Sarnafr or Sikaplan® mechanically attached or adhered roof systems. PRODUCT INFORMATION USES Used as a lightweight roof board for direct application to combustible decks in conventional roof assemblies REviEvqED FOR comPLIANCE CODE APpROVED j 2, 5 2019 • Achieves a UL 790 Class A combustible deck as the use of a fire -rated slip sheet or the presenc • Lightweight, easy to cut, handle and install • Higher R-value than gypsum boards • Contains no CFC's and no HCFC's • Zero ozone depletion potential (ODP) • Virtually no global warming potential (GWP) • Recognized as resistant or highly resistant to mold growth mbly rating wi of a flei BUILDING DIVISION TESTS STANDARDS / APPROVALS • ASTM C 1289, Type II, Class 4, Grade 1 • Underwriters Laboratories • Underwriters Laboratories Canada • California Title 24 FILE PW00/4\ 1/3 11-2-18 Version #1 PRODUCT DATA COMPOSITION Polyisocyanurate foam core with coated glass facers COLOR Off-white core with off-white/|ighttan facers PACKAGING ° 4ftx4ft(1.Imx12m), 7.8|to(3.6kg) per board, 45boards per bundle (8stack) 4 4ftxDft(1.Zmxl.4m)'l5.s|bs(7.lkg) per board, 45,boandsper bundle (8stack) a 0.5in (127 mnn)thicknesa STORAGE STORAGE C0monIOH5 Factory -applied packaging i,intended only for protection during transit. When stored outdoors oronthe job site, the insulation should be stacked unpallets utleast 4in(1O2mm) above ground level and completely covered with aweatherproof covering such asatarpaulin. The temporary factory -applied packaging should beslit orremoved tn prevent accumulation nfcondensation. Refer toPIMA Technical Bulletin #109: Storage and Handling Recommendations for PnlyboRoof Insulation. TECHNICAL DATA TYPICAL PHYSICAL PROPERTIES' Properties AsTMTest Method Results Compressive Strength, psi (kpa) Dl6Z1 109<751> Dimensional Stability, % Linear Change DZz26 <O.S(7days) Water Absorption, % [ZU9 xl F|anne5pread' E84 <75 Smoke Developed' Ea« ^45n Service Temperature, ^F(~[) — 260(lz6)orless Recycled Content — 9%Preconsvme, n'Va|ue [5zO z.s 'Physical properties listed above are presented astypical average values as determined b'accepted ASrwtest methods and are subject mnormal manufacturing variation, ' meets the requirements mthe/acumenxsp,m"n"*eSnma mSmoke Developed Ratings please contact the SomCorporation — Roofing Technical Department, Product Data Sheet Sarnatherm Roof Board-H FIR 2/3 Roof Board BUILDING TRUST SYSTEM INFORMATION INSTALLATION Sarnatherm Roof Board-H FR is installed by a Sika Authorized Applicator. Sarnatherm Roof Board-H FR may be installed by mechanical attachment to the roof deck with approved fasteners and insulation plates or by attachment with 5arnacol board adhesive depending on project requirements and specifications. Roof boards that have become wet or damaged should be removed and replaced with solid, dry roof boards. Contact Sika Corporation — Roofing Technical Department regarding alternative methods of attachment. AVAILABILITY From Sika Corporation — Roofing Authorized Applicators for use within Sarnafil or Sikaplan systems. MAINTENANCE Standard maintenance of Sarnafil or Sikaplan systems should include regular inspection of flashings, drains and termination sealants at least twice a year and after each storm. WARRANTY As a Sika supplied product, Sarnatherm Roof Board-H FR is covered under Sika Corporation warranties. LEGAL NOTES All information provided by Sika Corporation ("Sikel concerning Sika products, Including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions In accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such Information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or Instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at usa,sarnafiLsika.carn or by calling 800-451-2504. Prior to each use of any Slka product, the user must always read and follow the wamings and Instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.samafil-slica.com or by calling Sika's Technical Service Department at 1300-451.2504. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Slka product as set forth in the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPUED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES, SIKA SHAU, NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS, SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafil@u s.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika.com marketing.construction@ca.sika.com Product Data Sheet Sarnatherm Roof Board-H FR 11-2-18, VERSION 01 3/3 North America Roof Board BUILDING TRUST SIKAPLAN® FASTENED ENERGYSMART ROOF® MEMBRANE • 45Z60 Ms= Enefgamart Roof 60 FELTBACK 60 3 oz. FELTBACK Sikaplan Fastened EnergySmart Roof Membrane is a highly reflective, thermoplastic PVC membrane, with polyester scrim reinforcement offered in 45 mil (1.2 mm) and 60 mil (1.5 mm) thicknesses. It is also available in 60 mil (1.5 mm) feltback membrane that incorporates a 9 oz. felt and a 60 mil (1.5 mm) feltback membrane that incorporates a 3 oz. felt. PRODUCT INFORMATION REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 20 9 City of Tukwila BUILDING DIVISION USES Sikaplan Fastened EnergySmart Roof Membrane is mechanically attached using various attachment components over approved substrates. AREAS OF APPLICATION • In -seam disc systems • In -seam batten, double -weld systems a RhinoBond® systems • Single -ply recovers — 60 mil (1.5 mm) 3 oz. feltback • Modified bitumen and BUR recovers — 60 mil (1.5 mm) 9 oz. feltback FEATURES / BENEFITS • Excellent tear strength resistance • Heat welded seams for strength and security • Felt backing acts as the separation layer between the existing and new roof systems a Felt backing eliminates the need to install a cover board or loose -laid felt over the existing roof system TESTS CODES / APPROVALS a FM Global • Underwriters Laboratories • Underwriters Laboratories of Canada • ICC Code Compliance — ESR 1157 • Miami -Dade County • Florida Building Code • California Title 24 • LEED/Green Globes tAct 1/5 5-24-18 Version #11 PRODUCT DATA FORM COMPOSITION Thermoplastic PVC membrane containing ultraviolet Tight stabilizers, flame retardant and polyester scrim reinforcement with a unique lacquer coating on the top surface. COLOR Top: White, Reflective Gray, and Tan Bottom: Dark Gray PACKAGING • 45 mil (1.2 mm) Membrane (White Only)* Bareback: 10 ft x 150 ft (3 m x 45 m) roll, 418 Ibs (190 kg) per roll, 8 rolls per pallet 5 ft x 150 ft (1.5 m x 45 m) roll, 209 Ibs (95 kg) per roll, 12 rolls per pallet * Made to order, minimum volume required, extended production lead times. Consult with Sika — Roofing representative for further information. • 60 mil (1.5 mm) Membrane Bareback: 10 ft x 100 ft (3 m x 30 m) roll, 348 Ibs (158 kg) per roll, 8 rolls per pallet 5 ft x 100 ft (1.5 m x 30 m) roll, 174 Ibs (79 kg) per roll, 12 rolls per pallet 9 oz. Feltback: 10 ft x 100 ft (3 m x 30 m) roll, 401 Ibs (182 kg) per roll, 9 rolls per pallet 3 oz. Feltback: 10 ft x 100 ft (3 m x 30 m) roll, 400 Ibs (181 kg) per roll, 9 rolls per pallet (White Only) STORAGE STORAGE CONDITIONS Store rolls on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. Product Data Sheet North America Sikaplan Fastened EnergySmart Membrane 5-24-18, VERSION 411 2/5 BUILDING TRUST TECHNICAL DATA TYPICAL PHYSICAL PROPERTIES* Properties ASTM Test Method ASTMType |U D���� Requirement Typical Results Nominal Thickness, mil D751 45 45 60 Thickness Over Scrim, mil — lb 20 24 Reinforcing Material — — Polyester Felt Weight, oz/sqvd (fekbackmembrane only) — — — un,9 Breaking Strength K4.D.`'|b((N) D751 200(890) 230<1023> 303(1348) Elongation atBreak, %Kx.D.1&%[.x4.D.z D751 15&15 20&20 20&20 Seam Strength, %of origina|z D751 75 Pao Poo Retention ofProperties After Heat Aging D3045 — — — Tensile Strength, %oforiginal D751 90 pass pass Elongation, %vforiginal D751 90 Pass Pass Tearing Resistance, |hf(N) D761 45(200) 45(200� 45(200) Low Temperature Bend, '40~F(-4O^[) D2136 Pao Pass Pass Accelerated Weathering Test (Florescent Light Uvexposure) G154 5.000Hoors 10'000Hov,s 10'000nnuo Cracking (7xmagnification) — None None None Discoloration (by observation) — Negligible Negligible Crazing (7xmagnification) — None None mqmc Linear Dimensional Change, % D1204 0.5may. 0.31 0.24 Weight Change After immersion inWater, % D570 3.0max. 2.9 2.5 Static Puncture Resistance, |bf(kW D5602 33(15) pvas pa,, Dynamic Puncture Resistance, ft-|bf(]) o5635 14.7(20) Pass Pass Recycled9%p,e'cnnsume,'Con�en�' membrane — — 1%Post'conmmer Recycled Content, felt — — smp,c-cnnsumc, *Results may differ based upon statistical variations depending upon mixing methodsand equipment, temperature, application methods, test methods, actual site conditions, and curing conditions. IKo�~Machine Direction, c.wo.~Cross Machine Direction. /moureoccurs through membrane rupture not seam failure. Product Data Sheet North America ,m"v*"Fastened c"°rgyS""rt Membrane 3/5 BUILDING TRUST cne�ysma� co|nm INITIAL SOLAR ncsccTAmcs1 a�c�nsm��n mspLEcTxmcc/ INITIAL r*cnx«AL s/m/nAwcE' 3-YEAR r*smx«AL sxxnrAmcs' INITIAL SOLAR nsFucrAwcE |wosn aYsAmooum REFLECTANCE /mnsx Sikap|anpastened'45 E"ergv3martvvhite 0.83 UJl 0.89 0.89 104 87 sikap|anpamened'*o Eneq�Sma�Vvhite O�05 � V7� � O89 � O90 107 93 S)kap|anpamened'60 EnergvSmurt Reflective Gray 0J3 0a53 0.89 0.883 90 783 Sikap|an pastened'hU EnergvsmartTan OJl 0.653 0.89 0.881 88 78' I Solar Reflectance testing according mAsTMczx4y ^Themm|cmmancetesting according mxsTMczu71,Slide Method. "cnncRapid Ratings: These are interim laboratory -aged values that simulate weathered values. These values will bereplaced with the measured three-year aged values upon completion of the weathering process. SRI values calculated using Rapid Ratings may change once the aged rating replaces the interim rating. SYSTEM INFORMATION APPLICATION INSTRUCTIONS APPLICATION GkapbnFastened [ncrgy5martRoof Membrane isinstalled pnacceptable substrates and fastened tothe roof deck using the approved attachment method. The membrane isheat-welded together bytrained mechanics using hot-air welding equipment. sikaplanFastened sne,0SmartRoof Membrane can beused for flashinVsonSikap|anFastened roof projects. PRODUCT LIMITATIONS LIMITATIONS okaplanpastened-6n3oz. Feltbnckcan only beused for recovers over an existing single -ply membrane. AVAILABILITY From SikaCorporation — Roofing Authorized Applicators for use within Sikaplan systems. MAINTENANCE Standard maintenance vfSikapbnsystems should include regular inspection nf Oashings'drains, and termination sealants otleast twice ayear and after each WARRANTY Upon successful completion ofthe installed roof bvthe SikaAuthorized Applicator, Sika Corporation will provide a warranty to the Building Owner via the SikaAuthorized Applicator. Product Data Sheet North America SikaplanFastened EnergvSmart w"=x=" 4/5 BUILDING TRUST LEGAL NOTES All information provided by Sika Corporation ("5ika") concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other fa ctors outside of Sika's control are such that 5ika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the products) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika productlsl are subject to its current terms and conditions of sale which are available at usa.sarnafil.sika.cofn or by calling 800-451-2504. Prlor to each use of any Slka product, the user must always read and follow the warnings and instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.samafil.sika.com or by calling Slka's Technical Service Department at 800-451-2504. Nothing contained in any Slka materials relieves the user of the obligation to read and follow the warnings and Instruction for each Sika product as set forth In the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyers sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE, SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafil@us.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika,com marketing.construction@ca.sika.4om Product Data Sheet North America Sikaplan Fastened EnergySmart Membrane 5-24-18, VERSION R11 5/5 BUILDING TRUST WESTCOAST ROOF CONSULTING INSULATED PVC SINGLE PLY ROOF REPLACEMENT SPECIFICATION PROJECT: F ANDOVER EAST BUSINESS CENTER - BUILDING 2 1.085 -1097 ANDOVER PARK EAST TUKWILA, WA PREPARED FOR: CBRE 20415 72ND AVENUE SOUTH, SUITE 210 KENT, WA 98032 PREPARED BY: WESTCOAST ROOF CONSULTING 245 FISCHER AVENUE, SUITE B3 COSTA MESA, CA 92626 FEBRUARY - 2019 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION CBRE Kent, WA SPECIFICATION DIRECTORY PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION 00100 - GENERAL CONDITIONS: PAGES 3 - 5 SECTION 00200 - SCOPE OF WORK: PAGES 6 - 8 SECTION 00300 - BIDDING INSTRUCTIONS: PAGES 9 - 10 SECTION 00400 - BID PROPOSAL: PAGES 11-13 SEC1 ION 0050o - STATEMENT OF COORDINATION: PAGES 14 SEC")'ION o0600 - INSURANCE REQUIREMENTS: PAGE 15 -16 SECTION 00700 - COORDINATION AND SCHEDULING: PAGE 17 SECTION 06100 - ROUGH CARPENTRY: SEC;I'ION o7550 - PVC SINGLE -PLY ROOFING: SECTION 07600 - FLASHING & SHEET METAL: ROOF PLAN: Westcoast Roof Consulting Page-2 PAGES 18 - 23 PAGES 24 - 39 PAGES 40 - 45 1 CBRE Kent, WA SECTION ooioo - GENERAL CONDITONS 1.0 General Conditions & Definitions IA The Contract PVC Roof Replacement Specification Andover East Business Center - Building 2 The Contract documents consist of all Owner — Contractor Agreements, including but not limited to the General Conditions, Drawings, Specifications, and all Addenda issued prior to and all Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order signed by all parties, (3) a written interpretation issued by the Consultant pursuant to the original specification, or (4) a written order for a minor change in the Work issued by the Consultant pursuant to the original specification. The contract documents form the Contract for construction. This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification as defined in the paragraph above. The Contract documents shall not be construed to create any Contractual relationship of any kind between the Consultant and the Contractor, but the Consultant shall be entitled to performance of obligation intended for his benefit, and to enforcement thereof. Nothing contained in the Contract documents shall create any Contractual relationship between the Owner or the Consultant and any subcontractor. 1.2 The Work of this Contract The Work comprises the completed construction required by the contract documents and includes all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction. 1.3 The Project The Project is the total construction of which the Work performed under the Contract documents may be the whole or a part. (4 The Consultant The Consultant shall be defined as "Westcoast Roof Consulting" and is the entity named within the Contract documents as the Consultant. The Consultant shall provide administration of the Contract and on -site observations during roof installation. Westcoast Roof Consulting Page - 3 CBRE Kent, WA 1.5 The Owner PVC Roof Replacement Specification Andover East Business Center - Building 2 The Owner is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized representative excluding the Consultant. 1.6 The Contractor The Contractor (successful bidder) is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the contract documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative. 1.7 Subcontractor A Subcontractor is any person or entity not employed by the Contractor but hired separately by the Contractor to perform work on the Project. 2.0 Taxes The Contractor shall include in his proposal, pay and indemnify Owner against liability for all applicable Federal, State and Local taxes of whatever character description, including all Sales and Use Taxes relating to tangible personal property, title to which is transferred to Owner as personality or as part of real estate. 3.0 Removal of Unfit Material The Contractor shall, upon notification by the Consultant, immediately remove and replace, to the satisfaction of the Consultant and Owner, all materials and work of unsound or unfit character. The expense of removing, reconstruction, replacing, or refinishing unsound or unfit materials and work, the cost of making good other work affected thereby and the cost of delays resulting therefore shall be borne by the Contractor and no extension of time will be allowed for such correcting of faulty material or work. 4.o Owner/Management A. The Owner/Management reserves the right to accept other than the lowest Quotation and to accept or reject any Quotation in whole or in part, or to reject all Quotations with or without notice or reasons, and if no Quotation is accepted, to abandon the work or to have the work performed in such other manner as Owner/Management may elect. Westcoast Roof Consuiting Page - 4 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 B. All Quotations are considered privileged information. The Owner/ Management will open all bids in private. End of Section Westeoast RoofConsulting Page - 5 CBRE Kent, WA SECTION 00200 - SCOPE OF WORK ====================== to SCOPE OF WORK PVC Roof Replacement Specification Andover East Business Center - Building 2 The Scope of Work for the roof replacement is to include: removal of the existing roof system(s) and flashings down to the structural deck, mechanically attaching through the existing wood deck a two (2) layer insulation system meeting the State of Washington "Energy Code" requirements, followed by a single layer of 1/4" Securock Glass -Mat roof board, and installation of a mechanically attached, 60 mil, white, PVC reinforced roof membrane to meet all necessary wind uplift requirements for the geographic location of the project, complete with all necessary flashings, PVC clad metal, and all other incidental and accessory items to comprise a completed roofing assembly. 2.0 SITE VERIFICATION Prior to submitting a bid for the roof replacement, the bidding Contractor and all Sub -Contractors are to visit the building(s) to verify dimensions, locations for loading and unloading of materials, the structure and all necessary logistics for successful completion of the roof replacement. Work under the Contract is to be completed in timely and professional manner with as little inconvenience to the tenant(s) as possible. The Bid for the project is to include all work necessary for completion. The specification and details are not represented or guaranteed in any way as as -built conditions. Verification of all dimensions is the responsibility of the bidding Contractor. 3.0 DESCRIPTION OF WORK The Scope of Work is to include installation of the specified roof system per the requirements of the manufacturer for a twenty (2o) year "system" type guarantee. Correction of any failure to install the system in this manner is the responsibility of the Contractor at no additional cost to the Owner/Management. 3.1 ROOF SYSTEM DESCRIPTION The new roof system is to consist of one layer of 6o mil reinforced PVC single ply membrane mechanically attached over a layer of 1/4" Securock and a two (2) layer State of Washington "Energy Code" compliant insulation system, also mechanically attached into the plywood substrate. 3.2 BASE/WALL FLASHING SYSTEM The base/wall flashing system is to consist of PVC single ply flashing membrane set in adhesive over the vertical substrate. Westcoast Roof Consulting Page - 6 CBRE Kent, WA 3.3 RAISING MECHANICAL EQUIPMENT PVC Roof Replacement Specification Andover East Business Center - Building 2 All mechanical equipment must be raised to a minimum height of 8" above the finished roof surface. 4.0 ALTERNATES Alternates to the specified roof system, whether mandatory or voluntary are to be presented at time of bid and are to include all necessary information on system type, installation procedures, guarantees and costs. If an alternate system is selected, all requirements of the specification remain intact for the alternate system installation. 5.0 UNIT COSTS Unit Costs are listed separate from the Base Bid requirements and costs. Unit Costs are to be utilized during the course of construction on an "as needed" basis for items such as plywood replacement, drain installation, etc. Approval for these items should be in writing directly from the Owner/Management or Consultant. Unit Costs are as follows: 1. Provide a "Lump Sum" price to provide the Owner with a twenty (20) Year Manufacturers "System" Guarantee covering labor and materials. 2. Decking to match the existing (minimum 1/2" five {5} ply, structurally rated plywood) installed per the requirements of the city. To be listed as price per 4' x 8' sheet. 3. Tapered insulation at i" in depth, mechanically attached. To be listed as a price per square foot. 4. Cast iron compression ring type internal drain, similar to J. R. Smith lowY installed. To be listed as per unit price. 5. Cast iron drain line to match or exceed the existing. To be listed as price per lineal foot. 6. Provide a "Lump Sum" total price to install 5" single direction steel security grills under the skylights as a part of the skylight replacement. 7. Provide a "Lump Sum" total price to replace the existing skylight/smoke hatches with like kind (non -louvered) that meet or exceed all current code requirements. The skylight/smoke hatches shall be rated for fall protection, curb mounted (on wood curbs 8" above the completed roof) and shall be fastened with neoprene gasketed screws in all pre -drilled holes. All skylight/smoke hatches shall have fall protection screens and diamond- Westcoast Roof Coosa! hug Page - 7 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 tapered insulation on the high side installed as part of the price. Bristolite skylight/smoke hatch model is as follows: Bristolite Model #H48x96 SSHD-CM-i-FTH-IR-HW-Mi-MF (Non -Louvered). 8. Provide a "Lump Sum" total price to install minimum 18" Guardian Fall Protection anchors per the requirements of the manufacturer at all HVAC units noted as being 16' or closer to the roofs edge and up slope from all primary drain, overflow drain and scupper locations. End of Section Westcoast Roof Consulting Page - 8 CBRE Kent, WA SECTION 00300 - BIDDING INSTRUC,I IONS 1.1 Preparation of Bids PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Bids shall be submitted on the Bid Form included in this Specification or an exact copy thereof. Original bids are to go to the Owner/Management, with a copy of the bid to Westcoast Roof Consulting. No FAX bids are allowed unless directed by the Owner/Management. B Blank spaces must be typewritten or written in ink in both words and figures. Typewritten, stamped or printed signature without a handwritten signature will not be accepted. C. Bids must be submitted in sealed envelopes bearing on the outside, the name of the Bidder, his address and the project name and address. For Bidder's protection, mailed Bids should be sent by Registered Mail. 1.2 Receipt and Opening of Bids A. Bids are to be received at the time and date shown in the Pre -Bid Conference/Addenda #1. B. Bids received after the time specified will not be considered or accepted. Amendments to Bids will not be considered or accepted unless received prior to or at the same time as the Bid. C. Bids are to be good for sixty (6o) days from date of submission. 1.3 Examination of Drawings, Specification and Work Site A. Before submitting a Bid, each Bidder shall examine the drawings, read the specifications/Addenda and visit the building. Each Bidder is to be fully aware, prior to bidding, of all existing conditions and limitations under which the work is to be performed, and he shall include in his Bid the cost to cover all items necessary to perform the work as set forth. No allowance will be made to any Bidder because of lack knowledge. The submission of a Bid will be construed as conclusive evidence that the Bidder has made such examination. 1.4 Addendum and Interpretation A. No interpretation of the intent of the Bid Documents or Addenda will be made to the Bidder orally. Westcoast Roof Consulting Page - 9 CB RE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 B. Request for intent or questions about the Bid Document should be in writing and must be received by the date listed in the Pre -Bid Conference/Addenda #1. C. The right is reserved by the Owner/Management to revise or amend the specifications or drawings, or both, prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by Addenda. 1.5 Time of Completion/Bonds A. Time is of the essence and Bidders are advised that the project must be completed within the schedule stipulated in the Pre -Bid Conference/ Addenda #1. B. No bonds are required for the work of the contract; however, the Owner/Management reserves the right to request any/all bonds. 1.6 Award of Contract A. Award of Contract will be at the Owner's/Management's sole discretion. B. The Owner/Management may, when in its interest, reject any and all Bids or waive any informality in Bids received. 1.7 Code Compliance A. Bids must be in compliance with all local, state, and applicable codes. Contract price is to be based upon compliance with all codes. Contractor shall be responsible to obtain any and all permits required to perform this project and shall include the cost for all required permits in the Base Bid. End of Section Westcoast Roof Consulting Page -10 CBRE Kent, WA SECTION 00400 — BID PROPOSAL PVC Roof Replacement Specification Andover East Business Center - Building 2 WESTCOAST ROOF CONSULTING PROJECT: ANDOVER EAST BUSINESS CENTER 1085 -1097 ANDOVER PARK EAST - BUILDING 2 TUKWILA, WA CLIENT: CBRE 20415 72` D AVENUE SOUTH, SUITE 210 KENT, WA 98032 ATTENTION: TED HARMS CONSULTANT: WESTCOAST ROOF CONSULTING 245 FISCHER AVENUE, SUITE B3 COSTA MESA, CA 92626 ATTENTION: MARK CURRY CONTRACTOR: The undersigned, having become thoroughly familiar with the terms and conditions of the Specification and with local conditions/code requirements affecting the performance and cost of the work in the city where the work is to be completed and having inspected the site in all particulars, hereby proposes and agrees to completely perform the work within the time frame established, including furnishing any and all labor, material, services, equipment and all applicable taxes necessary to complete the work. Acknowledgement of Addenda: Addenda # Dated: Received: Addenda # Dated: Received: The Bidder declares that in preparing this bid he/she is assured available labor, materials, and products to meet the completion date. By signing this bid, the Bidder certifies that he does not or will not discriminate against his employees on the basis of sex, race, creed, color, national origin, or religion. By signing this bid, the Contractor certifies that this bid is in compliance with all local, state, and applicable codes. YI'estcoast Roof Consulting Page - tt CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 BASE BID - io85 - 1097 ANDOVER PARK EAST - BUILDING 2 BASE BID: Dollars $ SALES TAX Dollars $ TWENTY (20) YEAR "SYSTEM" GUARANTEE Dollars $ SALES TAX Dollars $ ALTERNATES If an alternate system is selected, all requirements of the specification remain intact for the alternate system installation. UNIT COSTS: 1. Decking to match existing (minimum 1/2" five {5} ply, structurally rated plywood), installed per the requirements of the city. Price per 4' x 8' sheet: $ TAX$ 2. Tapered insulation at 1" in depth mechanically attached. Price per square foot (at i"): TAX$ 3. Cast iron compression ring type internal draM, similar to J. R. Smith ioioY, installed. Price per unit: $ TAX $ 4. Cast iron drain line to match or exceed the existing, installed. Price per lineal foot: $ TAX $ 5. Provide a "Lump Sum" total price to install 5" single direction steel security grills under the skylights as a part of the skylight replacement. Building A - Lump sum total: $ TAX$ Westcoast Roof Consulting Page - 12 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 6. Provide a "Lump Sum" total price to replace the existing skylight/smoke hatches with like kind (non -louvered) that meet or exceed all current code requirements. The skylight/smoke hatches shall be rated for fall protection, curb mounted (on wood curbs 8" above the completed roof) and shall be fastened with neoprene gasketed screws in all pre -drilled holes. All skylight/smoke hatches shall have fall protection screens and diamond -tapered insulation on the high side installed as part of the cost. Bristolite skylight/smoke hatch model is as follows: Bristolite Model #H48x96 SSHD-CM-1-1711-1-IR-HW-Mi-MF (Non -Louvered). Building 2 - Lump sum total: TAX$ 7- Provide a "Lump Sum" total price to install minimum 18" Guardian Fall Protection anchors per the requirements of the manufacturer at all HVAC units noted as being 16' or closer to the roofs edge and up slope from all primary drain, overflow drain and scupper locations. Building 2- Lump sum total: $ TAX$ Number of working (crew) days for substantial completion of the Base Bid roof replacement process: Building 2 working days. All bids are good for sixty (60) days from submission. CONTRACTOR'S LICENSE: The Contractor warrants that by signing the Bid Proposal, he/she has all licenses necessary to perform the work of this Contract if awarded. Contractor: Seal if Corporation Signature: Printed Name: Title: Contractor's License Number: End of Section Westcoast RocgrConsulling Page - CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION 00500 — STATEMENT OF COORDINATION By signing the Statement of Coordination, the Contractor warrants that he/she has reviewed the Specification, Addenda and the physical property to which the bid applies and does not take issue with the specified system. Subsequently, the Contractor acknowledges the obligation to identify below any code violations, errors, omissions, conflicts, improper use of materials or application procedures in the Specifications that could interfere with the lawful, timely completion, or increase the contract cost of the contract. With the exception of the items listed below, the Contractor is agreeing that he/she has no reservation about the materials, or application procedures for the specified roof system, penetration flashings, skylights, and is satisfied that the Scope of Work can be completed without significant delay or additional cost. Exceptions: Suggested Alternates: Contractor's Name: Contractor's Signature: End of Section Westcoast Roof Consulting Page - 14 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION o0600 - INSURANCE REQUIREMENTS 1.0 Contractors Insurance Requirements: A. Contractor shall purchase & maintain insurance that will protect the Owner/Management and Consultant from claims resultant from contractor's operations during completion of the Scope of Work. The Insurance is required to protect the Owner/Management and Consultant from claims set forth by sub -contractors who directly or indirectly employs workers on the project. 1. Claims under workers' or workmen's compensation, injuries, disability benefit and other similar employee benefit acts; and 2. Claims for damages/compensation due to bodily injury, occupational sickness or disease, or death of employees; and Claims for damages/compensation due to bodily injury, sickness, disease, or death of any person other than employees; and 4. Claims for damages/compensation, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting from, and consequential damages to Owners business; and 5- Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle; and 6. Claims for damages, which are sustained (i) by any person as a result of a breach of duty directly or indirectly related to the employment of such person by the Contractor or the hiring of such Person by the Contractor, or (2) by any other person. B. The insurance required by Paragraph A above, shall be written for not less than limits of liability listed in this Specification, the contract, or as required by law, whichever is greater. Certificates of Insurance shall be filed with the Owner/Management as a part of the contract process and prior to commencement of Work. These Certificates shall contain a provision that coverage afforded under the policies will not be canceled without at least thirty (3o) days' prior written notice. Westeoast Roof Consulting Page - 15 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 2. The contractor shall supply a copy of evidence of insurance along with the bid. If awarded the project, the Contractor shall supply a current Certificate of Insurance naming the appropriate parties as additionally insured as well as the following: The Owner/Management will identify "Additionally Insured" parties to be included on the original certificate of insurance upon award of contract, including: CBRE The Building Owner Westcoast Roof Consulting 1.1 Scope of Indemnification A. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner/Management, the Owner's partners, and all their respective trustees and beneficiaries, and all of their respective heirs, successors, assigns, and personal representatives, agents, employees and lenders, the Consultant and their agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees and costs, arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting from, and (2) is caused in whole or in part by any intentional or negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity, which would otherwise exist as to any party or person, described in this Paragraph. In any and all claims again the Owner/Management or the Consultant or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workman's compensation acts, disability benefit acts or other employee benefit acts. End of Section Westcoast Roof Consulting Page - CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION oiroo — COORDINATION AND SCHEDULING 1.0 Project Access A. Access for return visits to the properties shall be scheduled directly through Owner/Management's Representative. B. Means of ingress or egress, loading docks, etc., shall not be blocked for any reason without prior consent from the individual tenant and building Owner/Management. C. The Contractor must not block clear access for fire fighting equipment. D. Material and equipment storage areas are limited to those designated by the Owner/Management. The areas must be surveyed by the Contractor prior to material/equipment storage, damage or missing conditions must be documented with photographs and must be forwarded to the Owner/Management prior to start. E. Staging areas, delivery times, acceptable working hours, and designated crew parking shall all be outlined during the Pre -Bid Conference. 2.0 Scheduling A. Prior to starting any roof removal, a Pre -Job Conference is required to document staging areas, site contacts, etc. B. The Awarded Contractor shall have one point of contact for this project. This person shall be available for weekly status meetings. C. All work under the Contract shall be scheduled by the Roofing Contractor directly with the Owner/Management; Sub -Contractors are not to contact the Owner/Management unless previously agreed to by the necessary parties. 3.o Site Conditions A. The details shown and the information provided are not represented or guaranteed by Owner/Management or Consultant as being accurate as to the actual "as built" and present conditions. Bidding Contractor shall verify all conditions at the site and perform all work to complete the project under this contract, regardless of the variations that may be found, without additional cost to Owner/Management. End of Section Westcoast RoofConsulting Page- 17 CBRE Kent, WA SECTION o6100 — ROUGH CARPENTRY PART I — GENERAL it DESCRIPTION PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Furnish and install roof related carpentry work per the drawings and specifications, including all fasteners. B. Contractor is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Single Ply Roofing. 2. Flashing and Sheet Metal. 1.2 REFERENCE STANDARDS A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. American Plywood Association. 2. Standard Grading Rules of the Douglas Fir Association. 3. Published installation instructions from manufacturers of selected products. 4. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. 1.3 QUALITY ASSURANCE A. Installer: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 1.4 SUBMITTALS A. Complete material list of all items proposed to be furnished and installed under this section. 14'estcoast Roof -Consulting Page - CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 B. Product data cut sheets and MSDS sheets for all fasteners, pressure treated lumber, and other required accessories. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Store all materials up, off of the roof or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Roof surfaces shall be protected from damage at all times. 1.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all carpentry in a watertight condition without cost to the Owner/ Management for a period of five years after date of acceptance of roof. Wes tcoast Roof Consulting Page - ig CBRE Kent, WA PART II - PRODUCTS 2.1 Materials A. Nailers PVC Roof Replacement Specification Andover East Business Center - Building 2 1. All nailers covered with the roof system and/or flashings shall be #2 or better, kiln -dried. 2. All exposed nailers shall be #2 or better, kiln -dried, and pressure treated. Wood shall be treated lAith salt or oxide based preservative. Wolmanized treatment is approved. Wood shall not be treated with asphaltic or creosote preservatives. 3. Size to be as indicated on the drawings. 4. Nailers shall extend 1/2" beyond metal flanges. B. Plywood 1. All plywood is to be CDX, minimum 1/2" (5-ply), APA Rated Exterior, Structural. Only waterproof glue is acceptable. 2. Refer to drawings for plywood thickness at each detail. C. Fasteners 1. Masonry/Concrete Fasteners a. Corrosion -resistant Factory Mutual approved fastener with low profile head. Fasteners shall meet FM 447o. b. Fasteners shall be threaded or expansion type as required by site conditions. c. Fasteners shall be a minimum of 3/16" diameter with a 1" minimum embedment. d. Washers - Round, carbon steel, Federal Specification FF-2- 92. 2. Wood Fasteners a. 1-1/2" x ii-gauge ring shank roofing nails shall be used for concealed fastening into wood. Virestcoast Roof ConsuIting Page - 20 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 b. 8d hot dipped galvanized iron nails for securing plywood to structural members. c. 16d hot dipped galvanized iron nails for securing 2X 'S to structural members. D. All other materials not specifically described, but required for a complete and proper installation of roofing and flashings, shall be subject to approval of Owner/Management and Consultant. Wescoast Roof Consulting Page - 21 CBRE Kent, WA PART III - EXECUTION 3.1 PREPARATION PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 NAILERS 3.3 A. Nailers are to be installed as per detail drawings. B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Set milers to required levels and lines with members plumb and true. D. Nailers shall be installed with 1/ 4" gap between ends of adjoining pieces. E. Nailers shall be fastened according to FM Global Data Sheet 1-49, unless superceded by the requirements of local municipalities. F. Nailers shall be fastened in accordance with the following: 1. Fasteners in 6" or wider (nominal) lumber shall be installed in two (2) rows, staggered one-third of nailer width. Listed spacings indicate distance between fasteners in adjacent rows. 2. Two (2) fasteners shall be installed within 6" of each nailer end. Where two or more nailers are installed, each nailer shall be fastened independently. INSTALLATION A. Raise all existing curbs and platforms to a minimum height of 8" above the roof surface. B. All new curb mounted skylights shall be installed on new 2X wood curbs secured to the structure with appropriate Simpson straps to result in a minimum height of 8" above the finished roof surface. C. Where indicated at the Pre -Bid Meeting, construct new minimum 8" high wood platforms. Vt'esteoast Roof Consulting Page - 22 CBRE PVC Roof Replacement Specification Kent, WA Andover East Business Center - Building 2 3.4 3.5 D. Install new 1/2" CDX plywood around the vertical surface of the new roof access hatch and secure accordingly. E. Pipes of 3" in diameter and less: Support pipes on pressure treated wood blocks (minimum 2x4) spaced at a maximum of 6' on center. Set the wood blocks in a dab of sealant over PVC roof protection material (do not set the roof protection material into sealant over the roof). Secure the pipe to the wood blocks with oversized pre -manufactured clamps to allow movement. F. Pipes larger than 3": Install pipe supports provided by Portable Pipe Hangers (713-939-7161). Support pads should be placed on roof protection material loose laid on roof system. ABANDONED ITEMS: A. Removal of all confirmed non-use items on the roof and disposal of same, including deck repair/replacement if the deck was affected by the non-use equipment removal. The contractor must confirm with the Owner and the tenant that items are non-use prior to removal. Great care must be taken when removing items that penetrate the roof, so as not to allow the items to drop into the tenant's space. CLEAN-UP A. Debris from carpentry work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Westcoast Roof Consulting Page-23 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION 07550 - PVC SINGLE -PLY MEMBRANE ROOFING PART I - GENERAL 1.1 SECTION INCLUDES: A. State of Washington "Energy Code" Insulation Installation B. Securock Application C. Roof Membrane Application D. Roof Flashing Application E. Incorporation of Sheet Metal Flashing Components and Roofing Accessories into the Roof System 1.2 RELATED SECTIONS A. Rough Carpentry B. Sheet Metal 1.3 REFERENCE STANDARDS References in these specifications to standards, test methods and codes, are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies, which may be used as references throughout these specifications. ASTM American Society for Testing and Materials Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA NRCA National Roofing Contractors Association Rosemont, IL OSHA Occupational Safety and Health Administration Washington, DC SMACNA Sheet Metal and Air Conditioning Contractors National Association Chantilly, VA UL Underwriters Laboratories Northbrook, IL Westeoast Roof Consulting Page - 24 CBRE Kent, WA 1.4 GENERAL OVERVIEW PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Furnish and install PVC thermoplastic single ply roofing, Securock roof board and insulation in accordance with the project documents and manufacturer's recommendations for a twenty (20) year "Systems" Guarantee. 1.5 DESCRIPTION OF WORK A. Remove all existing roof membrane, etc., including base and wall flashings, down to the wood substrate in accordance with applicable code requirements. B. Furnish and install a two (2) layer State of Washington "Energy Code" compliant insulation system. C. Furnish and install one layer of 1/4" Securock roof board, mechanically attached over the new insulation system and into the existing plywood deck. D. Furnish and install a layer of 60 mil thick PVC reinforced roof membrane complete with specified flashings, PVC coated metal, and all other incidental and accessory items to comprise a completed roofing assembly. E. Fully adhere all PVC base and wall flashings. F. The installing contractor shall coordinate with the roofing materials and systems manufacturer and shall proceed with the work in a manner that is consistent with established details and installation guidelines. 1.6 SUBMITTALS All submittals which do not conform to the following requirements will be rejected. A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Manufacturer's inTitten confirmation that the specified system is eligible for the specified manufacturer's guarantee when installed by the roofing contractor. C. Manufacturer's written agreement to issue specified guarantee on the specified roof system when installed by successful bidding roofing contractor. Westcoast Roof Consulting Page -25 CBRE Kent, WA D. E. F. PVC Roof Replacement Specification Andover East Business Center - Building 2 Product data cut sheets and MSDS sheets for all products in the single ply roofing assembly. Schedules for material delivery, roof removal and roof installation. The Contractor shall perform a survey of existing conditions to document any existing damage, deterioration, etc., on the site and buildings interiors and exteriors on which the work will be performed. The Contractor shall provide written documentation with photographs of cracked concrete/ paving, wall stains, damaged ceiling tiles and foil insulation, etc. Failure to provide this information prior to beginning work will mean the Contractor accepts the site as is and shall be responsible for items noted at completion of work. The Contractor shall repair any damage caused by his work without extra cost to the Owner/Management. 1.7 QUALITY ASSURANCE A. Acceptable Products: Primary roofing products, including each type of sheet, all manufactured in the United States, shall be supplied by a single manufacturer which has been successfully producing the specified types of primary products for not less than io years. The primary roofing products shall have maintained a consistent composition for a minimum of five years. B. Product Quality Assurance Program: Primary roofing materials shall be manufactured under a quality management system that is monitored regularly by a third party auditor under the ISO 9001:2000 audit process. C. Agency Approvals: The proposed roof system shall conform to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories Class "A" acceptance of the proposed roofing system without additional requirements for gravel or coatings. 2. The roof configuration (including fastening of insulation) shall be approved by the appropriate governing body to meet the necessary wind uplift pressures for the geographic region. D. Acceptable Contractor: Contractor shall have a minimum of 5 years experience in successfully installing the same or similar roofing materials and be certified in writing by the roofing materials manufacturer to install the primary roofing products. Westeoast Roof Consulting Page - 26 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 E. The work to be performed under this specification shall include, but is not limited to the following: Attend necessary job meetings and furnish competent and full time supervision, experienced roof mechanics, all materials, tools, and equipment necessary to complete, in an acceptable manner, the roof installation in accordance with this specification. Comply with the latest written application instructions of the manufacturer of the primary roofing products. In addition, application practice shall comply with requirements and recommendations contained in the latest edition of the Handbook of Accepted Roofing Knowledge (HARK) as published by the National Roofing Contractor's Association. F. Local Regulations: All materials provided and work to be performed under this Specification will at all times conform to any and all applicable regulations of public agencies, including any specific requirements of the city and/or state of jurisdiction. G. Manufacturer Requirements: Ensure that the primary roofing materials manufacturer provides direct trained company personnel to attend necessary job meetings, perform periodic inspections as necessary, and conducts a final inspection upon successful completion of the project. i.8 PRODUCT DELIVERY STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store materials out of direct exposure to the elements. Store roll goods on a clean, flat and dry surface. All material stored on the roof overnight shall be stored on pallets. Store materials on the roof in a manner so as to preclude overloading of deck and building structure. Store materials such as solvents and adhesives away from open flames, sparks or excessive heat. Cover all material using a breathable cover such as a canvas. Polyethylene or other non -breathable plastic coverings are not acceptable. C. Handling: Handle all materials in such a manner as to preclude damage and contamination with moisture or foreign matter. Handle rolled goods to prevent damage to edges or ends. D. Damaged Material: Any materials that are found to be damaged or stored in any manner other than stated above will be automatically rejected, removed and replaced at the Contractor's expense. VVesteoast Roof Consulting Page - 27 CBRE Kent, WA 1.9 PROJECT/SITE CONDITIONS PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Requirements Prior to Job Start 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees, which may be required for the performance of the work. Safety: Familiarize every member of the application crew with all fire and safety regulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply roofing materials during precipitation or in the event there is a probability of precipitation during application. Take adequate precautions to ensure that materials, applied roofing, and building interiors are protected from possible moisture damage or contamination. The roof shall be kept watertight on a daily/ nightly basis. 2. Temperature Restrictions - cold adhesive: At low temperatures, the specified cold adhesive becomes more viscous, making even distribution more difficult. The optimal temperature of the adhesive at point of application is 70°F (21°C). To facilitate application when ambient temperatures are below 50°F (i0°C), store the adhesive and roll goods in a warm place immediately prior to use. Suspend application in situations where the adhesive cannot be kept at temperatures allowing for even distribution. C. Protection Requirements 1. Membrane Protection: Provide protection against staining and mechanical damage for newly applied roofing and adjacent surfaces throughout this project. 2. Limited Access: Prevent access by the public to materials, tools and equipment during the course of the project. 3. Debris Removal: Remove all debris daily from the project site and take to a legal dumping area authorized to receive such materials. Westcoast RoofConsulting Page - 28 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 4. Site Condition: Complete, to the Owner's satisfaction, all job site clean-up including building interior, exterior and landscaping where affected by the construction. i.io GUARA.NTEE/WARRANTY A. The Contractor shall guarantee the roof system for a period of five (5) years from the date of acceptance by the Owner/Management. The Contractor shall make all repairs during this period in order to maintain the roof in a watertight condition without additional cost to the Owner/Management. B. Unit Price - Roof "System" Guarantee: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the manufacturer's twenty (2o) year "System" type guarantee covering material and workmanship and flashings. The guarantee shall be a term type, without deductibles or limitations on coverage amount. The manufacturer shall make all repairs during this period to maintain the roof watertight and in conformance with this specification without additional cost to the Owner. The Owner has the right, in the case of emergency at any time during this period and without invalidating this guarantee, to make any temporary repairs that are required in order to protect the buildings and the contents of the buildings from damage due to the roof leaking. The contractor is to provide all communication to and paper work for the material manufacturer, including technical inspections at the completion of the projects. Vifestcoast Roof Consuiting Page - 29 CBRE Kent, WA PART 2- PRODUCTS 2.1 GENERAL PVC Roof Replacement Specification Andover East Business Center - Building 2 A. The following roofing and flashing specifications are based upon SARNAFIL except as modified or otherwise specified herein, to establish intended types and quantities. Submittals for the following manufacturers will be accepted for review and consideration: 1. SARNAFIL - Sikaplan 6o mil PVC Mechanically Attached Single -ply. 2. JOHNS MANVILLE - SR-6o 6o mil Mechanically Attached Single - ply. B. The Mechanically Attached Roofing System components are to be produced or supplied by a single manufacturer. The accessories and other related components of the specified roofing system and accessories are to be approved by the primary materials manufacturer prior to the installation of the system. C. The roofing products and accessories shall be provided by the same manufacturer issuing the overall "System" guarantee. No deviations. D. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. E. No product shall contain any asbestos or asbestos -related products. 2.2 ROOF MEMBRANE A. Mechanically Attached Roofing Membrane - Sarnafil Sikaplan 60 - 6o mil nominal (0.060 inch) or Johns Manville SR-60 6o mil nominal (.o6o inch) thickness PVC with polyester reinforced membrane. B. Membrane shall conform to ASTM D4434-96 (or latest revision) Standard for polyvinyl chloride sheet roofing and in conformance with Type III. C. Roofing Membrane Color: White. 2.3 FLASHING MATERIALS A. Flashing Membrane - Sarnafil 6o mil Goo Flashing Membrane, or approved equal. Color of flashing membrane shall be White. The flashing membrane shall conform to ASTM D4434-96, and be a Type II, Grade I flashing membrane. Use Sarnafil G459 flashing membrane, or approved equal, at all asphalt contaminated surfaces. Westcoast Roof Consulting Page - 30 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 B. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. 2.4 INSULATION AND ROOF BOARD A. First Two (2) Layers of Insulation: Class I, Polyisocyanurate Foam Faced with Asphalt/Glass Mat, or Polymer Glass Mat on Both Sides of Foam and complying with ASTM C-1289. Board shall have a minimum R-Value (as required by the State of Washington "Energy Code"), as determined by ASTM C-518 in accordance with the six month conditioning procedure outlined in RIC/TIMA Technical Bulletin 281-1. Maximum board dimension is 4' x 8'. B. Roof Board: Furnish and install one layer of 1/4" Securock roof board from US Gypsum. C. Tapered Insulation (as required for crickets/saddles): Factory Tapered insulation panels (minimum 1/4" in 12" slope), conforming to ASTM C-728. 2.5 RELATED MATERIALS A. Solvent - Solvent welding solution shall be furnished in one -gallon cans with the manufacturers label attached. B. Seam or Lap Sealant — Shall be a liquid PVC sealing compound as approved by the primary material manufacturer. C. Sealant — PVC Urethane Sealant is a single component, non -sag elastomeric polyurethane sealant. D. Adhesive — VOC compliant PVC membrane adhesive shall be used for bonding the PVC flashing membrane to vertical substrates of wood, metal, concrete and Securock, and shall have the manufacturers label attached. E. Aluminum Foil Tape - Aluminum foil tape shall be a 3-mil tape with acrylic adhesive used as a separation layer between small areas of asphalt contamination and over metal joints prior to flashing strips being welded over the joints. F. Termination Bar - The termination bar shall be an extruded aluminum bar used to terminate adhered, reinforced membrane base flashings as approved by primary material manufacturer. Westcoast Roof Consulting Page-31 CBRE PVC Roof Replacement Specification Kent, WA Andover East Business Center - Building 2 G. Prefabricated PVC Cones — A prefabricated pipe flashing made from 48 mil thick G4io membrane. H. Prefabricated PVC Corners — Prefabricated inside and outside flashing corners made of 60 mil thick membrane. Screws and Plates — All screws and plates shall be as approved by the primary material manufacturer. Fasteners must be FM (Factory Mutual) approved and corrosion resistant. Walkway - Walkway shall be as manufactured by the primary material manufacturer consisting of PVC membrane. Westcoast Roof Consulting Page - 32 CBRE Kent, WA PART 3 - EXECUTION 3-1 3.2 GENERAL PVC Roof Replacement Specification Andover East Business Center - Building 2 A. When installing PVC mechanically attached roofing membrane in cooler weather, it is recommended that liquids such as solvents, sealants, etc. be stored at warmer temperatures (40 degrees F. or more) until just prior to use in order to facilitate the installation. B. Precautions 1. Do not use membrane or related products near fire or flame. 2. Avoid breathing vapors of solvent, sealant and adhesives. Use with adequate ventilation. 3. Avoid prolonged contact of solvents, sealants and adhesives with skin. 4. Do not use open flames to expedite drying of surfaces, sealants, or adhesives. 5. Consult Material Safety Data Sheets and container labels for specific safety instructions. 6. Do not paint PVC coated metal or membrane with oil -based paint. Consult manufacturer of the membrane for recommendations. PREPARATION OF SUBSTRATE A. To prevent delays or interruptions, coordinate work with subcontractors to ensure that components to be incorporated into the mechanically attached roofing system are available as the work progresses. B. Examine substrates to which the roofing materials are to be applied to ensure that their condition is satisfactory for the roofing systems application. C. Substrates for roofing materials shall be dry and free of moisture, oil, dirt, grease, sharp edges and debris. Inspect substrates and correct defects before application of roofing membrane. D. All roof surfaces shall be free of standing water, ice, or snow. Westeoast Roof Consulting Page - 33 CBRE Kent, WA 3.3 3.4 3.5 PVC Roof Replacement Specification Andover East Bosines Center - Building 2 E. Roofing contractor shall determine the condition of the existing roof deck prior to application. Installation of new membrane roofing over any section will denote acceptability by the roofing contractor of that section. Any corrective action required by having installed new roofing over an unsatisfactory surface shall be the contractor's responsibility. CRICKET INSTALLATION A. Install tapered crickets, mechanically attached, at all penetrations 4' and larger in the direction of slope, including skylight curbs. INSULATION AND ROOF BOARD INSTALLATION A. High Thermal Insulation: Install two layers of polyisocyanurate roof insulation (maximum 4' x 8') per the requirements of your chosen manufacturer requirements, joints should be butted tightly. B. Install one layer of 1/4" Securock. Each 4' x 8' sheet of roof board shall be attached over the installed insulation and into the plywood substrate with a minimum of six (6) fasteners per sheet on horizontal surfaces. A minimum of four (4) fasteners shall be installed on any board combination cut of a dimension less than the aforementioned. The long joints of the roof board shall be continuous, with the short joints staggered a minimum of 3o" in the lernrth direction. C. Apply no more insulation/roof board than can be completely covered with the PVC membrane on same day. MEMBRANE INSTALLATION A. Membrane is to be attached with fasteners and seam plates according to Manufacturer (6" on center in seam maximum). Membrane overlaps shall be shingled with the flow of water. Full -width rolls shall be fastened perpendicular to the direction of the underlayment board where possible. B. Perimeter and Corner Areas: Over the properly installed and prepared substrate surface, half -width rolls are to be installed parallel with the entire perimeter edge. The number of adjacent half -rolls will be determined by building height and width. Fasteners and seam plates are installed along the edge of the membrane on the fastening line at a spacing determined by Manufacturer. Seam plates are held -back 1 inch from the outer edge of the membrane. The adjacent half -roll is positioned to overlap i he fastened edge of the first half -roll by 5-1/2 inches in accordance with the overlap lines marked on its edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the seam plate for heat -welding. Westcoast Roof Consulting Page - 34 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 C. Fasteners shall clamp the field membrane tightly to the substrate. In corner areas where perimeter half -rolls intersect, add rows of fasteners and seam plates over the top the half -rolls and weld a PVC coverstrip above them for watertightness. D. Perimeter area is defined as the outer boundary of the roof. If the roof is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter. Typically, internal expansion joints and firewalls are not considered to be full perimeters. E. The ridge area is defined as the high point in the roof area formed by two intersecting planes. When the sum of the slopes is a minimum of 4 inches in 12 inches, each side of the ridge shall be treated as a perimeter area. F. Securement around perimeter and rooftop penetrations: Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, fasteners and seam plates shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque -sensitive fastening tools with depth locators. Fasteners shall clamp the membrane tightly to the substrate. 3.6 WELDING OF LAP AREAS A. All seams shall be hot-air welded. Seam overlaps should be 3 inches wide when automatic machine -welding and 4 inches wide when hand -welding, except for certain details. B. Welding equipment shall be provided by or approved by Manufacturer. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Manufacturer Technical Representative prior to welding. C. All membrane to be welded shall be clean and dry. D. Hand -welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. Westeoast Roof Consulting Page -35 CBRE Kent, WA 3.7 PVC Roof Replacement Specification Andover East Business Center - Building 2 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to "flow," the hand roller is positioned perpendicular to the nozzle and pressed lightly. For straight seams, the 1-1/2 inch wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch wide nozzle shall be used. E. Machine Welding 1. Machine welded seams are achieved by the use of automatic welding equipment. When using this equipment, instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. F. Quality Control of Welded Seams: The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark grey material from the underside of the top membrane. On -site evaluation of welded seams shall be made daily by the Applicator to locations as directed by the Manufacturer's Field Representative. One inch wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. FLASHING INSTALLATION A. All flashings shall be installed concurrently with the roof membrane as the job progresses. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent -resistant surfaces. Wes Icoast R aof Consulting Page - 36 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 B. VOC Compliant Adhesive for Membrane Flashings Over the properly installed and prepared flashing substrate, adhesive shall be applied according to instructions found on the Product Data Sheet. The adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be applied in the same manner, overlapping the edges of the panels as required by welding techniques. C. All flashings shall extend a minimum of 8 inches above roofing level unless otherwise accepted in writing by the roofing material manufacturer. D. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the membrane. E. Membrane flashings shall be terminated according to recommended detail drawings. F. At parapet walls, the single ply roof membrane shall be fully -adhered to acceptable substrate using an approved VOC compliant adhesive. The membrane shall extend up vertical surfaces and terminate along the top outside edge of the parapet walls' horizontal plane with an approved termination bar mechanically attached with appropriate fasteners, and the edge of the membrane sealed with approved sealant. The wall flashing assembly shall be installed in accordance with the manufacturer's technical department for additional securement and assembly, of wall heights in excess of thirty (3o) inches. G. PVC coated metal flashing shall be installed in accordance with the manufacturer's standard detail drawings. 1. Complete all metal work concurrently with roofing and flashings so that a watertight condition exists daily. 2. Metal shall be installed to provide adequate resistance to bending and to allow for normal thermal expansion and contraction. 3. All metal flashings and terminations shall be securely fastened in the plane of the roof deck with fasteners approved by the manufacturer. Westcoast Roof Consulting Page-37 CBRE Kent, WA 3.8 PVC Roof Replacement Specification Andover East Business Center - Building 2 4. All PVC coated metal shall be fabricated to form hemmed edges to prevent sharp metal edges from cutting the membrane, except when in conjunction with wood nailers. H. Install pre -manufactured or field fabricated flashings at all pipes, vents, ducts, etc., in accordance with the manufacturer's requirements. Install manufacturers approved tape over asphalt or other contaminants on the penetrations. Install stainless steel pipe clamps near the top edges of the flashings and seal the top edges of the flashings to the penetrations with approved sealant. WALKWAY INSTALLATION A. Walkways shall be installed at each roof access hatch, at each mechanical unit service access panel, under ballasted satellite dish supports, and as designated at the Pre -Bid Meeting. B. Walkway Installation: 1. Install walkway material over clean and dry surfaces. 2. Layout areas where walkway material is to be installed with most of the material being oriented so that it is placed between the field seams in maximum lengths of twelve (12') feet with each adjacent section of walkway tread material spaced four inches (4") from one adjacent tread panels. 3. Fully adhere sections of the walkway tread material to the roofing membrane that are not being hot air welded together with membrane adhesive. 4. Hot air -weld the perimeter of the properly positioned Walkway Material. Check seams for any voids or inconsistencies that might prevent watertightness. 5. Apply seam sealant at all welded edges. 3.9 FIELD QUALITY CONTROL AND INSPECTIONS A. Site Condition: Leave all areas around job site free of debris, roofing materials, equipment and related items after completion of job. B. Notification Of Completion: Notify the manufacturer by means of manufacturer's printed Notification of Completion form of job completion in order to schedule a final inspection date. Westcoast Roof Consulting Page - 38 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 C. Final Inspection 1. Post -Installation Meeting: Hold a meeting at the completion of the project, attended by all parties that were present at the pre -job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. D. Issuance Of The Guarantee: Complete all post installation procedures and meet the manufacturer's final endorsement for issuance of the specified guarantee. End of Section Westeoast RoafCorzsulting Page - 39 CBRE Kent, WA PVC Roof Replacement Specification Andover East Business Center - Building 2 SECTION 07600 — FLASHING AND SHEET METAL PART I — GENERAL id DESCRIPTION A. Furnish and install roof related sheet metal work per the drawings and specifications, including all sealant, fasteners, and joining to make watertight. B. Applicator is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Rough Carpentry. 2. Single Ply Roofing. 1.2 REFERENCE STANDARDS A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1, Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association, Fifth edition, 1993, as published by SMACNA. 2. The NRCA Roofing and Waterproofing Manual, Latest Edition, - National Roofing Contractors Association. 3. Published installation instructions from manufacturers of selected products. 4. Annual Book of ASTM Standards, Latest Revision — American Society for Testing and Materials. 5. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. Wes teems t Roof Consulting Page - 40 CBRE Kent, WA 1.3 QUALITY ASSURANCE PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Installer: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 1.4 SUBMITTALS A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Product data cut sheets and MSDS sheets for all fasteners, sealants, sealant primers, and other required accessories. C. Submit color chart or physical samples for selection of pre -finished metal color by the thAmer/Management. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Follow the manufacturer's recommendations for storage of temperature sensitive materials. C. Allow no unlabeled materials on site. D. Mark and remove all damaged or sub -grade material. 1.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all sheet metal flashing in a watertight condition without cost to the Owner/Management for a period of five years after date of acceptance of roof. 14'esteaast Roof Consulting Page - 4z CBRE Kent, WA PART II - PRODUCTS 2.1 General PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. B. No product shall contain any asbestos or asbestos -related products. 2.2 Materials A. Flashing Metal - A PVC -coated, heat -weldable sheet metal capable of being formed into a variety of shapes and profiles. Clad is a 25 gauge, G90 galvanized metal sheet with a 20 mil unsupported Energy Smart White membrane laminated on one side. B. Galvanized Steel shall be G-90 hot -dipped material, minimum 24 gauge. 1. Specification References a. Fed. Spec. AA-S-775d. b. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -coated (Galvanized) or Zinc -Iron Alloy - Coated by the Hot Dip Process. C. Kynar Pre -finished. Steel shall be minimum 24 gauge. 1. Approved Products a. PAC -CLAD by Peterson Aluminum Corporation. b. TUFFCLAD by Clad -Tex Metals. c. Approved equal. 2. Color shall be selected by the Owner/Management from the manufacturer's standard colors. D. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. E. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced manual. Westeoast Roof Consulting Page -42 9 CBRE PVC Roof Replacement Specification Kent, WA Andover East Business Center - Building 2 F. Continuous clip, where required, shall be fabricated with material one gauge heavier than connecting component. G. Masonry/Concrete Fasteners 1. Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. 3. Expansion fasteners shall be zinc alloy with stainless steel nail and mushroom head (nylon or plastic anchors are not approved). 4. Stainless steel/neoprene sealing washers shall be installed for either threaded or expansion type fasteners, where exposed. 5. Fasteners to be nominal 1/4" thickness minimum and of sufficient length to penetrate the masonry/concrete 1-1/4". H. Wood Fasteners 1. Corrosion -resistant, self -drilling screw with hex washer head for exposed fastening. 2. Stainless steel/neoprene sealing washers shall be installed for all exposed fasteners. Fasteners to be of sufficient length to penetrate the wood a minimum of1-1/4". 4. 1-1/2" x ii-gauge ring shank roofing nails shall be used for concealed fastening into wood. 1. Elastomeric sealant shall be a low modulus, high performance, one -part polyurethane conforming to Federal Spec. No. TT-S-00230C, Type II, Class A, such as Mameco Vulkem 921 or Sikaflex 15LM. J. All other materials not specifically described, but required for a complete and proper installation of roofing and flashings, shall be subject to approval of Owner/Management and Consultant. Westcoast Roof Consulting Page - 43 pe CBRE Kent, WA PART III - EXECUTION 3.1 PREPARATION PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3,2 FABRICATION A. Sheet metal shall be formed accurately to shapes as indicated on the drawings and in conformance with detail drawings. Contractor shall be responsible for all dimensions. B. Metal counterflashings shall have a minimum 4" vertical face and all copings, edge flashings, platform pans, etc., shall have a minimum 3" vertical face, or as otherwise noted on the detail drawings. C. All exposed edges of cut sheet metal shall be folded back on concealed surfaces to form a hem. In addition, a drip lip shall be broke at the base of all vertical surfaces. D. Metal end joints shall be lapped a minimum 3" and shall not be mechanically attached. The hem shall be trimmed on one piece and slipped into the adjacent piece. E. Horizontal flanges of edge flashing, turbine vent bases, etc., shall be 4" minimum with rounded corners. F. Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. G. Cross -brake all platform pans to provide slope. 3.3 INSTALLATION A. Install new PVC clad metal scuppers to replace existing. B. Install new 4" metal counterflashing at all prefabricated metal HVAC curbs and other locations as shown on the drawings secured with appropriate screws through steel/neoprene washers. C. Install new 22 gauge galvanized platform pans at all new and existing platforms. Westcoast Roof Consulting Page-44 CBRE Kent, WA 3-4 DISSIMILAR MATERIALS 3.5 PVC Roof Replacement Specification Andover East Business Center - Building 2 A. Dissimilar materials in contact, which are subject to electrolysis, shall be protected against such action prior to installation. Protective materials shall not be visible after installation. Protect metals by coatings recommended by manufacturer, or separated by felt, EPDM, etc. JOINTS A. Caulking of sheet metal shall be neatly and thoroughly performed for a watertight seal. Sealant shall be installed between all laps, along the exposed joints, and in other locations shown on the drawings. B. Surfaces to receive sealant shall be thoroughly cleaned as recommended by the sealant manufacturer. All bitumen coating materials, roof cement, adhesive residue, rust, old caulking and/or other contaminants shall be removed down to the substrate to which sealant bonding is intended. C. Provide soldered and welded joints where noted on the drawings. 3.6 FASTENING 3.7 A. Secure metal as shown on detail drawings. Do not in any case install exposed fasteners on a horizontal plane. B. The vertical face of all sheet metal flashings at curbs and platforms shall be secured with appropriate screws through steel/neoprene washers spaced at a maximum 18" on center. C. Do not fasten adjacent coping, counterflashing, etc., sections together at laps or at joint covers, so as to limit expansion/contraction ability. D. All horizontal flanges to be incorporated into the roof system shall be fastened to the underlying lArood substrate at 4" on center, staggered. CLEAN-UP A. Debris from sheet metal work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Wester:Iasi Roof Consulting Page - 45 CPERM1T COORD COPY0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0129 DATE: 04/18/19 PROJECT NAME: ANDOVER EAST BUSINESS CENTER #2 SITE ADDRESS: 1085 ANDOVER PARK EAST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 4610 Public Works 1-1 Fire Prevention Structural Planning Division Permit Coordinator 1:7 PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 04/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) DUE DATE: 05/21/19 Approved with Conditions ri Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping PW Staff Initials: 12/18/2013 COMMERCIAL INDSTRL ROOFIt INC Home Espanol Contact Search L&I Page 1 of 3 '41fra- Safety & Health Claims & Insurance Ck Washington State Department of / Labor & Industries A-Z 1 nc]ex Help Workplace Rights Trades & Licensing COMMERCIAL INDSTRL ROOFING INC Owner or tradesperson Principals DUGAN, WILLIAM L JR, PRESIDENT DUGAN, CHRISTINA D, PRESIDENT (End: 04/28/2011) Doing business as COMMERCIAL INDSTRL ROOFING INC WA UBI No 600 346 392 3601 121ST STREET SW LYNNWOOD, WA 98087 425-423-0900 SNOHOMISH County Business type Corporation Governing persons CHRISTINA DEE DUGAN WILLIAM LEN JR DUGAN; 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. COMMEI*205JJ Effective — expiration 04/11/1980-- 05/16/2021 Bond GREAT AMERICAN Bond account no. 0404872 $12,000.00 Received by L&I Effective date 05/02/2002 04/11/2002 Expiration date Until Canceled 1r!,s!ra 9c..q. TOKIO MARINE SPECIALTY INSURAN $1,000,000,00 Policy no. ppk1881975 Received by L&I Effective date 09/19/2018 10101/2018 Expiration date 10/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve httns://secure.lni.wa.gov/verify/Detail.asox?UBI-600346392&L C=COMMEI*205.1J&SAW= 4/29/2019 COMMERCIAL INDSTRL ROOFING INC Lawsuits against the bond or savings AIM\ No lawsuits against the bond or savings accL-..r.s 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. This company has multiple workers' comp accounts. Active accounts L&I Account ID 439,889-00 Account is current. Doing business as COMMERCIAL INDUSTRIAL ROOFING Estimated workers reported Quarter 1 of Year 2019 "51 to 75 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Track this contractor 0 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 11/17/2017 Inspection no. 317945436 Location 3400 Industry Drive Fife, WA 98424 Inspection results date 07/18/2017 Inspection no. 317945060 Location 6801 S 234 St Kent, WA 98032 Inspection results date 06/06/2017 Inspection no. 317944899 Location 17000 South center PKWY Tukwila, WA 98188 Violations No violations No violations Page 2 of 3 Inspection results date Help us improve fittnc•Hceriire itil Alk/A any/verify/Detail acny9I TRI-,---61111146149R7I Tr-r--rnIVRAFT*7()C Tgr S A W= 4./"Q/N11 Q COMMERCIAL INDSTRL ROOFI*INC 04/09/2015 Violations Inspection no. 317935322 Location 12806 Gateway Drive S. Tukwila, WA 98168 Inspection results date 03/0612015 Inspection no. 317934852 Location 12671 Gateway Dr Tukwila, WA 98168 Inspection results date 10/08/2014 Inspection no. 317552826 Location 6111 S 228th Street Kent, WA 98032 Inspection results date 06/12/2013 Inspection no. 316773209 Location 4100 Broadway Ave Everett, WA 98201 Violations No violations No violations Page 3 of 3 g' Washington S.:;ate.. Dept. of Lbr & InOustries. Use of this site is subject to the laws of the state of Washington. Help us improve Imps://securelni.wa.gov/verify/Detail.aspx?UB1-600346392&LIC=COMMEI*205.1J&SAW= 4/29/2019