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Permit D13-270 - GATEWAY BUILDING 3 - REROOF
GATEWAY BLDG 3 12644 INTERURBAN AVE S D13-270 City oiirukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2716000030 Address: 12644 INTERURBAN AV S TUKW Suite No: Project Name: GATEWAY BUILDING 3 Permit Number: D13-270 Issue Date: 09/12/2013 Permit Expires On: 03/11/2014 Owner: Name: EPROPERTYTAX INC DEPT #207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: EUGENE MEYER Address: 18211 EAST VALLEY HY , KENT WA 98032 Contractor: Name: MEYER BROTHERS ROOFING INC Address: 7777 DETROIT AV SW , SEATTLE WA 98106-1903 Contractor License No: MEYERBR142LL Lender: Name: KIBBLE & PRENTICE Address: 601 UNION ST, STE 1000 , SEATTLE WA 98101 Phone: 253 638-7894 Phone: 206 762-9418 Expiration Date: 12/31/2014 DESCRIPTION OF WORK: TEAR OFF EXISTING ROOF AND REPLACE Value of Construction: $265,483.23 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $4,826.79 International Building Code Edition: 2012 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-270 Printed: 09-12-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N &-Date: r I hereby certify that I have read and examined this •f rmit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached :::r . Date: q I' d�1J Print Name: Y \an i�c C it This permit shall become nuZiand void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D13-270 Printed: 09-12-2013 this requirement. • • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: 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. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ***FIRE DEPARTMENT CONDITIONS*** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A 20-B:C rating and a charged, minimum 5/8" diameter water line (hose) on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 14: Use of asphalt kettles shall comply with International Fire Code section 303. If the kettle is propane fueled, an LP -Gas permit is required from the Tukwila Fire Department. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-270 Printed: 09-12-2013 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov S Building Permit No. D[9, 'I-1 Q Project No. Date Application Accepted: DS Date Application Expires: OZ ti- 1 Iii (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION (� King Co Assessor's Tax No.: 2-1 1.e Ct) ��V Site Address:\oZLg �I o1O$ /S�.�-te;wG..r1 a Cc\D.VQ Suite Number: Floor: Tenant Name: C2W\Q .L,�0.s...` \ .D r CAC New Tenant: ❑ Yes .No PROPERTY OWNER 415..e._....., Qtvv4titi c c, ►R .%T..1S C,Drp Address,04 is —i aye_ S 64e, O State: ‘A.Da.Zipots City: \A€ ...1\k CONTACT PERSON — person receiving all project communication Name: \-k _ Y e.0 Address: ` c:,..k\ ` �'^ \ 1 (‘ , V WV�.Q.� `�C1C��l,.vAdtk City: State: Zipq,s1) .. PhoneS5 11. /gcj4 x 3 (615?,. -1 Vq9 Email:.Ae t11_MI I/ALCOOfOkt,LolSCOCANC= Coq GENERAL CONTRACTOR INFORMATION Company Name QA- Q c V r. -t Address: S a k , /'a I 'tAi \ AtAD City: ( State: k..00,_Zip:n 03� ` Pone:a5(.0--114Fax: (o3sz isot9 Contr Reg Nc\ ey 4_DE.tn Date: Tukwila Business License No.:��st/-- Oen .$\,� H:Wpplications\Forn s -Applications On Line\201 I Applications\Pemtit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: \ e c.th p_ ct u t �ba� Architect Name: 330\ bt.c % t n 'ke_C" dl Cites _ _ 1n ` - S y State:/ Zion 1 'Mo Phone 14, , 7640,3 Fax: 71.4..540„ t4l-54S %(out Email: ENGINEER OF RECORD Name: Y-\\o\`in`Q t Qc2X14 i1C—Q Company Name ja6exiike es.t6ke i kl nsvio \/ Engineer Name: eAM(\ UL �10,n A��0�Q... Address. \qo� Qom— aye `.. City:')(o\r‘ceth5\r‘ State: k_1 Zipgp "l��O t Phone:�clog 1 � goax: lJ?S Email: \ �enIM CCC¢, CO 1M-e,A cn tM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW19.27.095)- Name: Y-\\o\`in`Q t Qc2X14 i1C—Q Address: �o \ u.i\flCl.\-- S \P O o City: __Q State: kc G Zip4810 ` Page 1 of 4 L BUILDING PERMIT INFORMATION206-431-3670 Valuation of Project (contractor's bid price): $ &i 0 S SLA Existing Building Valuation: $ Describe the scope of work (please provide detailed information): --cQc <- 0 -CC e ->c k r - c C cDO `e -p\ Gz Will there be new rack storage? ❑ Yes (sr. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 2°d Floor 3td Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206-433-0179 Scope of Work (please provide detailed information): , se_e_ Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut E l ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El .. Curb Cut ❑ .. Pavement Cut El .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation O .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # O ...Temporary Water Meter Size .. WO # El ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public El Private ❑ If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 • PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O0THORIZEDiXgENT: Signature: Date: 13.1y�� a3�a0\3 Print Name: e C Q_ 1 .,Q)J & Day Telephone:o�rJ� (032 1 2.q 4 - Mailing Address: \ \%lChC),A__ j City H:1Applications\Forms-Applications On Line\201 I Applications\Pormit Application Revised - 8.9-I1.docx Revised: August 2011 bh State Zip Page 4 of 4 7 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov .RECEIPT Parcel No.: 2716000030 Permit Number: D13-270 Address: 12644 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 08/23/2013 Applicant: GATEWAY BUILDING 3 Issue Date: Receipt No.: R13-02440 Initials: User ID: JEM 1165 Payment Amount: $4,826.79 Payment Date: 08/23/2013 01:16 PM Balance: $0.00 Payee: MEYER BROTHERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7699 4,826.79 Authorization No. ACCOUNT ITEM LIST: Description Account, Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $4,826.79 2,922.60 1,899.69 4.50 a.,..• oe..oi..t na Printed: 08-23-2013 INSPECTION RECORD Retain a copy with .permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION" • 6300 Southcenter Blvd.,#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 - PERMIT NO. Project: l}�PtiewAC GO;kt3 Type of Inspection: - Pl►JAL- Address: i JIL'-( cEau,as AN Date Called: Special Instructions: Date Wanted:a.rl'i: Requstir: Phone No: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: Mi' Ili PECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit �r3-2.70 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670: Permit Inspection Request Line (206) 431-2451 Project:` Type of Inspection: Address:/ Date Called: v;.! Special Instructions: ZRequester.: J ((�� 14MActA. Oz . Date Wanted: i �—I ( ( f �a p:m: SD r \ Phone No: / 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • �� (13()•C peer n..J . i' , P1 erfe: j ,�w �r e t -1-tr�.✓ INN .'\ ��k r1 �Z t ✓ t �J �i a' rD Date: n INSPECTION FEE RE , UIRED: Prier to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3678 Permit Inspection Request Line (206) 431-2451 Proj t: 69A(L Aq Type pt Inspection:) G fC — i e-- d Address: 't_ (0 4.1 , T--r4i()A-li Date Called: Special Instructions: / e'r( Date Wanted: ; / 4 / ? "a 1,1_11: Requester: Phone No: Approved per applicable codes: Corrections required prior to approval. is COMMENTS: Insector: Date•t _ / f — �� REINSPECTION F E'REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. !datiall Johns Manville A Berkshire Hathaway Company Dear Building Owner: 10100 W Ute Ave (80127) PO Box 625001 Littleton, CO 80162-5001 800-922-5922 877-403-1747 Fax Attached to this letter is the Peak Advantage Roofing Systems Guarantee for the new roof recently installed on your building. We believe your building is now protected by one of the finest commercial roofing systems available on the market today. We appreciate the opportunity to provide you with a level of protection unmatched in the industry. There are some things you should be aware of before you file this document away in a safe place: I. This is NOT a maintenance agreement or an insurance policy. Johns Manville liability is strictly governed by the terms of the Guarantee. If you have any questions about this Guarantee, contact Johns Manville Guarantee Services at the appropriate number given below. 2. You are required to perform routine maintenance on the roofing system to keep the coverage to the Guarantee intact. For your convenience, a list of maintenance items is printed on the back of the Guarantee. We hope that you never experience any difficulty with your roofing system. If you do have a problem, you should contact Johns Manville Guarantee Services at the appropriate numbers provided. Please have the Guarantee on hand so that we may more efficiently handle your inquiry. Our Technical Services Department is staffed by some of the most experienced roofmg professionals in the roofing industry. Please call on them for any questions you might have about commercial and industrial roofing and Johns Manville products. Sincerely, Matt Sayer Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922-5922 www.jm.com AC... EN alt CITY OF RIKW11.44 FEB 27 2614 PERMITCENTER gsug m.com ur Johns Manville Building Owner: RREEF AMERICA REIT II CORP. MMMM7 WASHINGTON 20415 72nd Avenue South; Suite #210 Kent, WA 98032 Building Name: Gateway Corporate Center, Building #3 12644 - 12668 Interurban Avenue South Tukwila, WA 98168, WA 98168 Approved Roofing Contractor: MEYER BROTHERS ROOFING 18211 East Valley Highway Kent, WA 98032 Peak Advantage Guarantee PEA ]\ �{ Johri&Mf anvldle. 17YANTtt Guarantee Number: FNP157229135 Expiration Date: November,8„2023 Job Name: Gateway Corporate Center, Building #3 Date of Completion: November 8, 2013 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years: 10 Year $ No Dollar Limit Coverage: The components of the Roofing System covered by this Guarantee are: Total Squares: 395 Sqs. Roof Type 395 PVC Accessories: Type.', Membrane Spec. SP6RR Insulation Type Layer 1 No Insulation Product Name Layer 2 Layer 3 Quantity Expand-O-Flash(1) Style: Expand -O -Flash (2) Style: Expand -0 -Flash (3) Style: Drains (1) Style: Drains (2) Style: Vents Style: Fascia Style: Copings Style: Gravel Stop Style: These Johns Manville Guaranteed component's` are referred to above as the 'Roofing System” and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE; including any amendments thereto. Johns Manville guarantees to the originalBuilding Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition If leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. 0 tin. ft, 0 tin. ft. 0 lin. ft. 0 ea. 0 ea. 0 ea. 0 lin. ft. 0 lin. ft. 0 lin. ft. Cover Board fitIEVEN k: an' OP Tt3PCIivILA FE - '7 2014 "PERMITCENTER, WHAT TO DO IF YOUR ROOF LEAKS If you shouldhave a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tomados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour; (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure -of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (I) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building's usage that are not pre -approved in writing by JM; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or Improper drainage;(f) defects in or faultyfimproper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faultyfimproper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project Johns Manville isnot responsible for the performance of pre=existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to•existing materials Is limited to the installed recover JM Roofing materials up to the wind speed listed herein, Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre-existing materials — which is the Owner's responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super -strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guaranteebecomes effective when (1) it is delivered to Owner; and (2) all bills forinstallation, materials, and services have been paid In full to the Approved Roofing contractor and to JM.iiUntil that time, this Guarantee Is not in force, has no effect- and. JM is under no obligation whatsoever to perform any servicesiwork.. The Parties agree that any controversy or claims ;relating to this Guarantee shall'be first submitted to mediation underthe Construction industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation Is completed. In any action or proceeding brought against the Building Owner to enforce. this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attomeys' fees and expenses, and the Building Owner shall pay it TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE' RESPONSIBILITY AND LIABILITY OF JM' UNDER THIS GUARANTEE IS TO MAKE 'REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS`OF.JM UNDER THIS GUARANTEE..3M AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY, JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE.EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's', roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM, JM does not supervise nor is It responsible for a roofing contractor's work except to the,extentstated herein, and roofing contractors are not agents of JM.. *JOHNS MANVILLE ("JM") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108. By: RobertlWamboldt Title: Vice President & General Manager Rooting Systems Group Larry Tate Attorney -in -Fact FEB 27 2014 Addendum{sY -None- HECEiveD MY OF TUKWILA FEB 2 7 2014 P,ERM1TCENTEP Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1. Building Owner must notify, JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee. 2. In response to timely notice, JM will arrange to inspect the Roofing. System, and (I) If, in JM's sole and absolute opinion, the leak(s) is/are theresponsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to retum the Roofing system to a watertight condition, or (ii) If, in JM's sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain In effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of the Roofing System as • well as any other areas of the Roofing System impacted by such failure: 3. In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, Its contents or occupants, Mien Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee. There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building, Owner. In order to ensure that your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you must examine and maintain these items on a regular basis: • Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all inspections performed and repairs that are made to the Roofing System. • Inspect your Roofing System at least semi-annually. This is best done in the spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer, It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds. etc. • Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and+ other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System. When checking the Roofing System: • Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. • Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. • Examine all metal flashings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved Roofing Contractor. Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. • Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in turn may lead to leaks in your Roofing System. • Examine protective coatings; any cracked, flaking, or blistered areas must be recoated. Protecting your investment: • Avoid unnecessary roof top traffic. • If you allow equipment servicemen to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. • Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor. All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not tobe copied or reproduced in any manner. This Guarantee is valid only in the United States of America. Guarantee Services (800) 922-5922 E-mail: gsu@jm.com www.im.comlroofinq Mailing Address: Johns Manville Guarantee Services P.O. Box 625001 Littleton, CO 80162-5001 Shipping Address: Johns Manville Guarantee Services 10100 West Ute Avenue Littleton, CO 80127 Wave) MTufOFTUKWI A FEB 2 7 2014 PERMIT GEi+EL, MEYER REVIEWED FOR CODE COMPLIANCE APPROVED SE? 0 9 2013 CBUILpN N\ %mita %VISION BROTHERS ROOFING & SHEET METAL N OR WITH DIN Gateway Corporate Center — Building #3 12644 —12668 Interurban Ave South SEMRATE PET REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION] Tukwila WA 98168 FILE COPY Penult No. --1-1 0 Plan review approval Is subject to errors and ons Approval of construction documents does not autt the violation of any adopted code or ordnance. RE of approved :,. Copy and . 1':•I 1lSadmowle Dater 6 � l a-/' Meyer Brothers RoofingInc Oh► Of T 1s ��. BUILDING DMSION 18211 East Valley Highway Kent WA 98032 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new Wan submittal and may ire ude additional plan review fees. RECEIVED CITY OF TUKWILA AUG 2 3 2013 PERMIT CENTER 11) \ I.. mbr@meyerbrothersroofing.com • 2301 Lincoln Ave, Tacoma, WA 98421 PHONE 253-596-5005 FAX 253-596-5011 • STATE CONTRACTORS REG. NO. MEYERBR142LL June 8, 2013 To: CBRE 20415 72nd Avenue South Suite 210 Kent, WA 98032 ATTN: Gregory Coleman Project: Gateway Corporate Center — Building 3 Tukwila, Washington CASCADE CREST CONSULTING ENGINEERS. INC. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 9 2013 City of Tukwila BUILDING DIVISION Cascade Crest Consulting Engineers, Inc. has been retained by CBRE to evaluate the existing roof framing of Gateway Corporate Center Building 3 for the purpose of determining the maximum weight of a roofing system to overlay the existing roofing. Description of Project The existing Building 3 is a one-story concrete tilt -up structure with a wood roof framing system. Typical roof framing utilizes plywood sheathing supported by 2x4 subpurlins at 24" on -center, which are in turn supported by 4x14 wood purlins at 8' on -center. The wood purlins are supported by glu-laminated wood beams and the perimeter concrete walls panels. Steel tube columns support the roof framing at the interior of the building. The ground floor is a concrete slab -on -grade which is likely reinforced with welded wire fabric. The foundation system consists of conventional concrete spread footings with continuous strip footings at the perimeter walls and square pad footings at the columns. The building was reportedly constructed in the 1990. According to the original drawings, the 2x4 subpurlins are constructed utilizing Douglas Fir #2 lumber with an allowable bending stress of 1,650 pounds per square inch for repetitive use. The 4x purlins as noted on the drawings measure 3-7/8" x 13-7/8" and utilize Dense Douglas Fir #1 lumber. According to the codes enforced at the time of construction, the allowable bending stress on this material was 1,800 pounds per square inch. Findings and Recommendations The existing roofing system consists of a built-up roofing system which, according to Westcoast Roof Consulting, weighs approximately 1.99 pounds per square foot (psf). Based on the dead loads observed in the field, a code applied live load of 25 psf, and allowable stresses used for the original design (1988 Edition of the Uniform Building Code); the roof framing system has adequate capacity to support a roofing overlay system weighing 1.05 pounds per square foot. However, it should be noted that over time the allowable stresses permitted by the building codes for wood members have decreased, which results in both the existing 2x4 subpurlins and 4x14 purlins not satisfying the current code requirements for member strength for new buildings. These members do, however, satisfy the deflection requirements specified by the current code. Therefore, it is our opinion that the existing roof framing has the capacity to support the proposed roofing overlay system. It should be noted that while on site access to view the existing framing was limited. Prior to re- roofing the underside of the framing should be viewed to confirm that no plumbing lines, electrical, or ceiling is supported from the 2x4 subpurlins. With these elements attached to the subpurlins, the allowable stress on the 2x4 members is exceeded and the deflection limit for both the code at the time of construction and the current code are exceeded. Therefore, it is recommended that these items be supported directly from the 4x14 purlins. We are pleased to assist you on this project. Should you have questions, please feel free to call me at (206) 909-7808 and discuss our findings. Sincerely, CASCADE CREST CONSULTING ENGINEERS INC. Keith Wm. Moore, S.E. Associate MEYER tlk BROTHERS ROOFING & SHEET METAL Gateway Corporate Center Building 3 New roofing systems' weight '/" Johns Manville Invinsa Board 60 mil Johns Manville PCS .17 pounds per square foot .40 pounds per square foot Total Additional weight .57 pounds per square foot mbr@meyerbrothersroofing.com • 18211 E. Valley Highway, Kent, WA 98032 PHONE 253-638-7894 FAX 253-938-7899 • STATE CONTRACTORS REG. NO. MEYERBR142LL 1 1 1 1 1 1 1 I WEST COAST ROOF CONSULTING INSULATED BUILT-UP ROOF REPLACEMENT SPECIFICATION PREPARED FOR: CBRE, INC. GREATER SEATTLE MARKET FOR: GREATER SEATTLE MARKET 2012 ROOF REPLACEMENTS PREPARED BY: ' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 9 2013 City of Tukwila BUILDING DIVISION WFSTCOAST ROOF CONSULTING 3303 HARBOR BOULEVARD, SUITE C-11 COSTA MESA, CA 92626 APRIL - 2013 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA SPECIFICATION DIRECTORY Greater Seattle Market - 2013 Master Replacement Specification SECTION 00100 GENERAL CONDITIONS: PAGES 3 - 5 SECTION 00200 SCOPE OF ROOF REPLACEMENT: PAGES 6 - 8 SECTION 00300 BIDDING INSTRUCTIONS: PAGES 9 -10 SECTION oo600 INSURANCE REQUIREMENTS: PAGES 11- 12 SECTION 00700 COORDINATION AND SCHEDULING: PAGE 13 SECTION o6ioo ROUGH CARPENTRY: PAGES 14 -17 SECTION 07510 INSULATED BUILT-UP ROOF: PAGES i8 - 29 SECTION 07600 FLASHING & SHEET METAL: PAGES 3o - 36 SUPPLEMENTARY CONDITIONS: 3 PAGES Westcoast Roof Consulting Page -2 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA SECTION ooloo - GENERAL CONDITONS 1.o General Conditions & Definitions 1.1 The Contract Greater Seattle Market - 2013 Master Replacement Specification 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 (i) a written amendment to the Contract signed by both parties, (2) a Change Order signed by all parties, (3) a written interpretation issued by the Consultant pursuant to the original specification, or (4) a written order for a minor change in the Work issued by the Consultant pursuant to the original specification. The contract documents form the Contract for construction. This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification as defined in the paragraph above. The Contract documents shall not be construed to create any Contractual relationship of any kind between the Consultant and the Contractor, but the Consultant shall be entitled to performance of obligation intended for his benefit, and to enforcement thereof. Nothing contained in the Contract documents shall create any Contractual relationship between the Owner or the Consultant and any subcontractor. 1.2 The Work of this Contract The Work comprises the completed construction required by the contract documents and includes all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction. 1.3 The Project The Project is the total construction of which the Work performed under the Contract documents may be the whole or a part. 1.4 The Consultant The Consultant shall be defined at "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. 1 Westcoast Roof Consulting Page -3 1 1 CBRE, Inc. Tukwila, WA 1.5 The Owner Greater Seattle Market - 2013 Master Replacement Specification 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.o Removal of Unfit Material The Contractor shall, upon notification by the Consultant, immediately remove and replace, to the satisfaction of the Consultant, 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 accept, to abandon the work or to have the work performed in such other manner as Owner/Management may elect. Westcoasst Roof Consulting Page -4 1 1 I I 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification B. All Quotations are considered privileged information. The Owner/ Management will open all bids in private. End of Section Westcoast Roof Consulting Page -5 I 1 lI I I 1 I 1 I 1 I I I I I CBRE, Inc. Tukwila, WA SECTION 00200 - SCOPE OF WORK 1.0 SCOPE OF WORK Greater Seattle Market - 2013 Master Replacement Specification The Scope of Work for roof replacement is to include materials, management, labor, transport and equipment necessary for the roof replacement project. The roofing contractor under the prime contract is responsible for all safety during the roof removal and replacement project, and is responsible for ensuring that all sub- contractors operate in a safe manner during the roof replacement process. All City, County and State of Washington "Energy Code" requirements are to be included in the cost and scope of the "Base Bid" and all "Alternate" selections unless specifically disclosed by the contractor at time of bid at no additional cost to the Owner/Management. 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 dimension, locations for loading and unloading of material, State required insulating value as dictated by the Washington State "Energy Code" for conditioned/semi-conditioned space, the structure and all necessary logistics for successful completion of the roof replacement. Work under the contract is to be completed in timely and professional manner with as little inconvenience to the tenant(s) as possible. The bid for the project is to include all work necessary for completion. The specification and details are not represented or guaranteed in any way as as -built conditions. Verification of all dimensions is the responsibility of the bidding contractor. 3.o DESCRIPTION OF WORK The Scope of Work is to include: removal of the existing roof system and flashings down to the structural deck, inspection of the structural deck and replacement if damaged or unacceptable in any way, preparation of the deck and installation of the specified roof system per the requirements of the manufacturer for an unlimited sum 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. Westcoast Roof Consulting Page -6 I I I 1 I 11 I I I 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 3.1 Roof System: Insulated Roofs Greater Seattle Market - 2013 Master Replacement Specification The new roof system is to consist of a two layer insulation system (Meeting the State of Washington "Energy Code" Requirements), the first being secured with screws and plates per the manufacturer's requirement for the geographic location of the project, the second layer being set in the specified asphalt, followed by three (3) Type IV ply sheets and a mineral surfaced cap sheet all being installed in full moppings of the specified asphalt. 3.2 Base Flashing System: The new base flashing system is to consist of a smooth surfaced SBS modified sheet and a mineral cap sheet installed in the specified asphalt a minimum of eight (8") above the roof surface and fastened a minimum of 6" — 8" on center. 4.0 ALTERNATES Alternates to the specified roof system, weather 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. 1. The "Alternate #1" roof replacement system is to consist of the following: Preparation and cleaning of the existing roof system, including removal of all built-up roofing base flashings and wall flashings, mechanically attaching a single layer 1/4" Dens Deck into the existing plywood deck with a minimum of six (6) fasteners per 4'x8' board, per the manufacturer's requirements for wind uplift for the geographic location of the project, mechanically attaching of the 6o Mil reinforced PVC membrane, complete with all necessary perimeter half sheets, base/wall flashings, field fabricated and pre -manufactured flashings, PVC clad metal, and all other incidental and accessory items to comprise a completed roof and installation of the wall flashing assembly consisting of PVC membrane fully adhered and mechanically attached on the vertical wall as required by the manufacturer, the wall flashing is to extend up and over the wall and is to be completed with a termination bar and caulked prior to coping metal. Westcoast Roof Consulting Page -7 1 1 1 1� 1 II 1 II I I 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 5.o UNIT COSTS Greater Seattle Market - 2013 Master Replacement Specification 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. Tapered perlite insulation at 1" in depth set in the specified asphalt. To be listed as a price per square foot. 2. Cast iron compression ring type internal drain, similar to J. R. Smith ioioY installed. To be listed as per unit price. 3. 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 a price per sheet (4' x 8'). Provide number of working days for substantial completion of the roof replacement process on the Bid Proposal. End of Section Westcoast Roof Consulting Page -8 1 1 I 1 1' I 1 1i 1 1 1 1 I� 1 1 1 1 1 1 1 1 1 1 1 1 I I CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification SECTION 00300 - BIDDING INSTRUCTIONS 1.1 Preparation of Bids 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 1� 1 1� II I I 1 II II 1 �I 1 1 i 111 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification 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 and/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 -so I' I 1 CBRE, Inc. Greater Seattle Market - 2013 1 Tukwila, WA Master Replacement Specification 1 SECTION 00600 — INSURANCE REQUIREMENTS 1 1.o Contractors Insurance Requirements: 1I 1 A. Contractor shall purchase & maintain insurance that will protect the Owner/Management and Consultant from claims resultant from 1 contractor's operations during completion of the Scope of Work. The Insurance is required to protect the Owner/Management and Consultant 1 from claims set forth by sub -contractors who directly or indirectly employs I workers on the project. 1 1 1 1 1 1 1 1I 1 1 1 1 1 1 1 1 1 1 1 1 1 1. Claims under workers' or workmen's compensation, injuries, disability benefit and other similar employee benefit acts; and 2. Claims for damages/compensation due to bodily injury, occupational sickness or disease, or death of employees; and 3. Claims for damages/compensation due to bodily injury, sickness, disease, or death of any person other than employees; and 4. Claims for damages/compensation, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting from, and consequential damages to Owners business; and 5. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle; and 6. Claims for damages, which are sustained (i) by any person as a result of a breach of duty directly or indirectly related to the employment of such person by the Contractor or the hiring of such Person by the Contractor, or (2) by any other person. B. The insurance required by Paragraph A above, shall be written for not less than limits of liability listed in this Specification, the contract, or as required by law, whichever is greater. C. Certificates of Insurance shall be filed with the Owner/Management as a part of the contract process and prior to commencement of Work. These Certificates shall contain a provision that coverage afforded under the policies will not be canceled without at least thirty (30) days' prior written notice. Westcoast Roof Consulting Page -» 1 I I 11 II 1 1 1 1 1 1 ll 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 1.1 D. Greater Seattle Market - 2013 Master Replacement Specification Minimum coverage shall be defined as (Refer to Addendums). 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: RREEF CBRE, Inc. Westcoast Roof Consulting Owning Entity 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-�2 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification SECTION 00700 — COORDINATION AND SCHEDULING 1.o Project Access A. Access for return visits to the properties shall be scheduled directly through Owner/Management's Representative. B. Means of ingress or egress, loading docks, etc., shall not be blocked for any reason without prior consent from the individual tenant and building Owner/Management. C. The contractor must not block immediate, clear access for fire fighting equipment. D. 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. E. 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. F. Prior to starting any roof removal, a Pre -Job Conference is required, to document staging areas, site contacts, etc. G. 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. End of Section Westcoast Roof Consulting Page - 13 I II I I I I I 1 1 1 I I 1 I 1 I CBRE, Inc. Tukwila, WA SECTION 06100 - ROUGH CARPENTRY PART I — GENERAL 1.1 DESCRIPTION Greater Seattle Market - 2013 Master Replacement Specification A. Furnish and install roof related carpentry work per the drawings and specifications, including all fasteners. B. Applicator is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Built -Up 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 1.4 SUBMITTALS I 1 1 I I A. Complete material list of all items proposed to be furnished and installed under this section. Westcoast Roof Consulting Page- i4 CBRE, Inc. Tukwila, WA B. Greater Seattle Market - 2013 Master Replacement Specification Product data cut sheets and MSDS sheets for all fasteners, pressure treated lumber, and other required accessories. 1.5 DELIVERY, STORAGE & HANDLING A. B. 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. 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. PART II - PRODUCT'S 2.1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 Materials A. B. Nailers 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 with salt or oxide based preservative. Wolmanized treatment is approved. Wood shall not be treated with asphaltic or creosote preservatives. 3. 4. Plywood Size to be as indicated on the drawings. Nailers shall extend 1/2" beyond metal flanges. 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. Westcoast Roof Consulting Page -i5 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification C. Fasteners 1. Masonry/Concrete Fasteners a. Corrosion -resistant Factory Mutual approved fastener with low profile head. Fasteners shall meet FM 4470. 1 b. Fasteners shall be threaded or expansion type as required by site conditions. Ic. 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 1 a. 1-1/2" x 11 -gauge ring shank roofing nails shall be used for concealed fastening into wood. 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. PART III - EXECUTION 3.1 PREPARATION A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 NAILERS A. Nailers are to be installed as per detail drawings. Westcoast Roof Consulting Page -16 1 I 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 3.3. 3.4 Greater Seattle Market - 2013 Master Replacement Specification B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Set nailers to required levels and lines with members plumb and true. D. Nailers shall be installed with 1/4" gap between ends of adjoining pieces. E. Nailers shall be fastened according to FM Global Data Sheet 1-49, unless superceded by the requirements of local municipalities. F. Nailers shall be fastened in accordance with the following: 1. Fasteners in 6" or wider (nominal) lumber shall be installed in two (2) rows, staggered one-third of nailer width. Listed spacings indicate distance between fasteners in adjacent rows. 2. Two (2) fasteners shall be installed within 6" of each nailer end. 3. Where two or more nailers are installed, each nailer shall be fastened independently. Pipe Supports: A. 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 roof cement over roof protection material (do not set the roof protection material into roof cement over the roof). Secure the pipe to the wood blocks with loose -fitting pre -manufactured clamps. B. 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 membrane. 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 -17 1 1I 1 1 1 1 II I 1 1 1 I 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification SECTION 07510 INSULATED BUILT-UP ROOF SYSTEM PART I — GENERAL 1.1 DESCRIPTION OF WORK A. Work includes: 1. Mechanically fasten one layer of polyisocyanurate roof insulation per the manufacturer's requirements for the geographic location of the project in a thickness to meet the State of Washington's "Energy Code" requirements with screws and plates. Install a second layer of 1/2" perlite insulation set in hot asphalt followed by three (3) Type IV ply sheets and a standard mineral surfaced cap sheet in the specified asphalt. Tapered perlite crickets shall be installed on all penetrations 4' or greater in the direction of slope. 2. Installation of a new mineral surfaced fiberglass cap sheet over three plies of fiberglass felt, all of which shall be set in hot asphalt, including all flashings. 3. All installation procedures to meet the chosen manufacturers requirements for a Ten (io) Year No Dollar Limit/No Penal Sum type Roofing System Guarantee covering roof insulations, insulation fasteners, roofing membrane, bituminous flashings and roof walkway pads. 4. Applicator is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. B. Related Disciplines: 1. Wood Roof Deck. 2. Wood Nailers. 3. Sheet Metal. 4. Roof Drains. 1.2 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) ASTM D -46o1 Asphalt coated fiberglass base sheet. Westcoast Roof Consulting Page -18 �I II II 1 I II 1 1 II II 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification ASTM C-1289 Insulation Board, Thermal, Polyisocyanurate Foam Faced with Asphalt/Glass Mat, or Polymer Glass Mat on Both Sides of Foam. ASTM C-728 - Perlite Roof Insulation. ASTM D-312-84 - Type III (3) - Asphalt used for insulation adhesive and built-up roofing. ASTM D-2178 - Type N (4) Asphalt Glass Felt used in roofing. ASTM D -39o9 Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules. ASTM D-4586-86 - Asphalt Cement - asbestos free. ASTM D-41 Asphalt Primer. ASTM D-5147 - Sampling and Testing Modified Bituminous Sheet Material. B. Underwriters Laboratories - U.L. Class "A" Fire Rating for entire roof system. System shall be listed in the current U.L. Building Materials Directory. 1.3 QUALITY ASSURANCE A. Installer: Currently approved, in writing, by the material manufacturer of roofing system prior to award of roofing contract. B. Installer: Successful at completing roof system installation of similar scope for a minimum of five (5) years. C. Material Manufacturer: History of manufacturing built-up roofing products similar to the ones specified in this document for a minimum of five (5) years. 1.4 PRE -ROOFING CONFERENCE A. Hold roofing pre -construction conference at the project site one or two week's prior to start of roofing. B. Attendance is mandatory for: Owner/Management, roofing contractor, roofing foreman, contractor's superintendent, roofing material manufacturer's representative and Consultant. Westcoast Roof Consulting Page -19 1 1 CBRE, Inc. Greater Seattle Market - 2013 Tukwila, WA Master Replacement Specification C. Agenda 1 1. Review in detail consultant's specification, roof plans and all roof related flashing details. I 2. Review and understand Factory Mutual and Underwriters I Laboratories requirements and resolve all conflicts between FM or 1) U.L. specifications and the Consultant's/manufacturer's I) specifications. 13. Review project for slope, deck type, drainage, membrane II attachment, expansion joints, flashing and details. Resolve all conflicts between what is considered good roofing practice and the I specifications. I 4. Review proposed roofing system and recommended work practices 1I for its installation. I 5. Designate staging areas on site for material/equipment storage and 1 working areas. 1 6. Review procedures to be followed to provide proper protection of Iroof system during and after construction of roof. 1 1.5 SUBMITTALS 1� A. Manufacturer's recommended methods of installation and data to 1 demonstrate compliance with specified requirements. 1 B. Manufacturer's written confirmation that the specified system is eligible for 1 the specified manufacturer's guarantee when installed by the roofing contractor. 1 1 1 1 1 1 1 1 1 1 1 C. Manufacturer's written agreement to issue specified guarantee on the specified roof system when installed by successful bidding roofing contractor. D. Product data cut sheets and MSDS sheets for all products in the built-up roofing assembly. E. Schedules for material delivery, roof removal and roof installation. Westcoast Roof Consulting Page -2o 1 i 1 1 II 1 II 1 1 I 111 I I 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA F. Greater Seattle Market - 2013 Master Replacement Specification The Contractor shall perform a survey of existing conditions to document any existing damage, deterioration, etc., on the site and building interior and exterior 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 damaged caused by his work without extra cost to the Owner/Management. 1.6 DELIVERY, STORAGE & HANDLING 1.7 A. B. C. D. E. F. G. Store materials in a cool, dry place. Store roll material on end on clean, dry, raised surface. Place insulation on raised surface and protect with waterproof tarps, with sufficient air circulation to prevent condensation. Store solvents, emulsions, and coatings in a cool, dry area between 45 and 1000 F. Handle roll materials to prevent damaged ends. Allow no unlabeled materials on site. Mark and remove all damaged or sub -grade material. PROJECT CONDITIONS A. B. C. D. E. Do not start roofing if rain is imminent, or ambient temperature is below 45 degrees F. If rain occurs during roof membrane application, cease operations and protect deck, insulation, penetrations and membrane from water damage and intrusion. Remove and replace all material that has been subject to moisture. Protect finished surfaces of building from damage by installation of roofing system. Protect completed roofing and flashings from damage by subsequent roofing installation and construction traffic. Westcoast Roof Consulting Page -21 , I li 1 1 I I, 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification F. In event of damage, immediately make all repairs and replacements required by material manufacturer of consultant. G. Comply with all applicable code, fire and safety regulations. H. Flame -heated Equipment 1. Locate and use flame -heated equipment so as not to endanger the structure or other materials on the site or adjacent property. 2. Do not place flame -heating equipment on roof. 3. Provide and maintain fire extinguishers as required by local and federal laws. i.8 SUBSTITUTION A. When a particular make or trade name is specified, it shall indicate the standard required. Bidders proposing substitutes shall submit the following ten (1o) days prior to bid date to Consultant: 1. Written request with explanation of why it should be considered. 2. Manufacturer's literature and samples of requested substitutions. 3. Three (3) job references available for inspections within fifty (50) miles of Owner/Management's office where substitutes were used under similar conditions. B. Only substitutes approved in writing by Owner/Management and Consultant prior to scheduled bid date will be considered. 1.9 GUARANTEE 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. Westcoast Roof Consulting Page -22 1 1 1 II 1I I 1 11 1 1 I I 1 1 1 1 1 1 r 1� 1 i 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA B. C. Greater Seattle Market - 2013 Master Replacement Specification The roof system has been designed to meet the requirements of a Manufacturer's Ten (io) Year "No Dollar Limit" Guarantee including materials and workmanship to maintain the roof in a watertight condition for the specified term. The Contractor shall install all materials in a manner so that the roof system qualifies for a manufacturer's guarantee. Failure to provide the necessary materials and workmanship to qualify for the guarantee will be solely the responsibility of the Contractor. The Contractor shall include a ten (1o) year "No Dollar Limit" Guarantee including materials and workmanship, with a one (1) time Ownership transfer as a part of the Base bid or any Alternates. The contractor is to provide all communication to and paper work for the material manufacturer, including technical inspections at the completion of the projects. PART II - PRODUCTS NOTE: ALL ROOFING MATERIALS USED SHALL BE ASBESTOS FREE. 2.1 MANUFACTURER 2.2 A. B. C. GAF Materials Corporation: Johns -Manville: Pre -Approved Equal MATERIALS A. B. First Layer of Insulation: iy°l(oice Factory Mutual 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" requirements), 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'. Second Layer of Insulation: Perlite Board conforming to ASTM C-728, thickn Value of 1.32. Maximum board dimensiori;s 4 Westcoast Roof Consulting Page -23 0 // a 0 CBRE, Inc. Greater Seattle Market - 2013 Tukwila, WA Master Replacement Specification C. Tapered Insulation (as required for crickets / saddles): Factory Tapered insulation panels (minimum 1/4" in 12" slope), conforming to ASTM C-728. D. Membrane Roofing: 1. General: Cover all insulation shingle fashion, with 3 -ply progressive composition built-up roofing, consisting of asphalt and fiberglass felts in alternate layers. Surface with a fiberglass reinforced mineral surfaced cap sheet set in hot asphalt. 2. Fiberglass Ply Felts: Asphalt coated fiberglass ply felt conforming to ASTM D-2178, Type IV (4). 3. Inte . 1 1 12. 4. Mineral -Surfaced Cap Sheet: Fiberglass reinforced, white mineral surfacing, complying with ASTM D -39o9. 5. Loose Granules: White loose granules to match field cap sheet installation. E. Base Flashing 1. Reinforced SBS Modified Bitumen flashing membrane, smooth in texture, set in hot asphalt over the properly prepared base flashing surface. GAF Ruberoid Mop or equal, followed by installation of a standard mineral surfaced cap sheet surfacing fastened at 6" — 8" on center with appropriate fasteners. 2. Pip? Krr,D1KT. .c *fiberglass ply felt conforming to 3. Flashing Cement: Modified Bitumen flashing cement as recommended by roofing manufacturer. F. Composition Stripping at Flanged Metal 1. Fully prime both sides of the flanged metal and install on top of finished membrane, galvanized flashings require treated wood nailers, lead flashings do not required nailers. 2. Asphalt: ASTM -D-312, Type III Westcoast Roof Consulting Page -24 1 CBRE, Inc. Tukwila, WA 1� 1 1 Greater Seattle Market - 2013 Master Replacement Specification 3. Two Type IV ply sheets set in hot asphalt, one extending 3" beyond the flange, the second extending 3" beyond the first. G. Protection Material/Roof Pad: H. Cant Strip: 7, ; I. Pitch Pan Filler: Non -shrink grout to 1" of top of pitch pan followed by a trowel consistency modified mastic installed in dome to shed water. All oil residue from the pitch pan bending/manufacturing process is to be wiped off prior to filling. Pitch pans can only be used if previously approved by Westcoast Roof Consulting. J. All other materials not specifically described, but required for a complete and proper installation of roofing, shall be selected by approved manufacturer and subject to approval of Owner/Consultant. I I PART III - EXECUTION 1 1 II 1I II 1 1 I 1 1 1 1 1 1 I I 3.1 PREPARATION A. Surface Preparation: 1. Inspect wood deck closely for: Proper securement of boards to joists with no loose decking. Damaged panels. - Deterioration. Improperly driven fasteners. Unsupported edges. - Proper and positive drainage at all roof areas. **Unacceptable panels should be brought to the attention of the Owner prior to installation of roofing system. 2. Insure that wood blocking has been installed as required by the specification and as directed by the primary roofing material manufacturer's published flashing details. 3. Make sure that all counterflashing receivers, curbs, etc., are constructed in such a manner as to provide a minimum 8 -inch base flashing height measured from the finished roofs surface to the top of the base flashing membrane. Westcoast Roof Consulting Page -25 I 1I II 1 1 II 1 II 1 II I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 3.2 INSULATION INSTALLATION Greater Seattle Market - 2013 Master Replacement Specification A. High Thermal Insulation: Mechanically fasten one layer of polyisocyanurate roof insulation (max. 4' x 8') using the appropriate screw and plate assembly per the requirements of the roofing material manufacturer for the geographic location of the project. B. Second Layer of Insulation: y • yer of perlite board roof insulation using a 33 lb. per square app Ica' . ofultalamphalt applied at its EVT temperature. Step in each board to insure maximum adhesion. Joints should be butted tightly, open joints of 1/4"inch or wider must be filled with scrap insulation. C. Form crickets and saddles by solidly adhering tapered insulation panels over top layer of insulation using full 33 lb. per square moppings of steep asphalt as necessary to provide positive drainage behind any roof penetration 4' or greater in the direction of the slope of roof. Board edges shall be butted tightly with no gaps of a 1/4"inch or larger between them. Gaps of such size must be filled to top surface level with scrap insulation. D. Apply no more insulation than can be completely covered with the three (3) ply fiberglass felt membrane on same day. 3.3 MEMBRANE INSTALLATION A. U is sI E-7—,-` &.`_, vvZ !;'w1L El\) ,J'w;, l old T S� ),1111( o - p TS -y ] Q 0.' `Z o . 4.v ai. 9di Z,crf'rorgx,W1 1[441^it-111: 041r. ilinnC I�WI,i'sua. J(g 1 Ins '' a'� ^a ne ; ., , e ae,...1.,......, . B. At end of each day's work, protect installed roofing and insulation by closing off edge of system with water cut-off, consisting of 2 plies of felts and mopping of steep asphalt extending onto deck and top edge of membrane at least 4 and 6 inches. C. Remove water cut-off completely and clean prior to resuming roofing application. D. Bitumen Temperature 1. Never heat asphalt to or above Flash Point (FP). 2. Do not heat asphalt above Finished Blowing Temperature (FBT) for longer than 4 hours. Westcoast Roof Consulting Page -26 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification 3. Apply asphalt at a temperature range within 25 degrees above, or below Equiviscous Temperature (EVT). E. Starting at low edge, apply one 13-1/8 inch wide felt; over that one 26-1/4 inch wide felt; over these two, a full 39-3/8 inch wide felt in steep asphalt at a rate of 25 lbs. per each layer of felt. F. Apply following felts full width, overlapping each preceding felt by 26-7/8 inches. G. Install each felt so that it is firmly and uniformly set, in hot asphalt, without voids. Broom felts lightly during application. Dry edges will be marked for repair. H. Cap Sheet Installation: 1. Cut cap sheet into 12' — 18' foot lengths. 2. Lay the material out on the roof and allow it to relax and flatten. 3. Apply hot asphalt at approx. 200 F. above the EVT temperature to maximize bonding at a nominal rate of 23 lbs. per square. 4. Flop the cap sheet into the application of hot asphalt. 5. Maintain 2 -inch side laps and 6 -inch end laps. The cap sheet must be uniformly set, without voids, into the hot asphalt. 6. Apply loose, white granules into the fluid asphalt extrusion before it has time to cool. 7. Cap sheet must not be applied when temperature drop to 500 F. or less. Follow manufacturer's cold application guidelines strictly when installing cap sheet in temperatures between 5o and 70° F. 3.4 FLASHING INSTALLATION A. Preparation: Inspect walls, curb heights, counterflashings, etc., and check for conformance with minimum base flashing height of eight (8) inches. Bring non -conforming areas to the attention of the Owner's Representative for correction. B. Primer: Prime all masonry, metal, or concrete surfaces from the top of the roof membrane to the termination of the flashing level with asphalt primer at the rate of 3/4 gallon per 100 square feet or as recommended by the manufacturer. Allow the primer to dry thoroughly. Westcoast Roof Consulting Page -27 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA C. D. E. F. G. H. Greater Seattle Market - 2013 Master Replacement Specification Wood walls exceeding 12 inches in height: Nail a fiberglass base sheet over the prepared substrate placing tin -capped fasteners of suitable length at 9 - inches on center, scatter nailed. Minimum wood penetration is i -inch. Felts should be installed in a direction parallel to the flow of water. Install the specified base flashing at all horizontal to vertical intersections, and wherever curbed roof openings, walls, parapets, etc. The back of the smooth SBS modified bitumen membrane and the substrate shall both be mopped with asphalt at no less than the EVT temperature or 4000F, whichever is higher, prior to installation. All wall and curb flashings shall be nailed at their top edge at 6" — 8" on center with appropriate fasteners. Install flashing in accordance with roofing manufacturer's specification. All inside and outside base and wall flashing corners shall be stripped -in with a three -course application of roof cement and fabric, and shall be coated with aluminum at completion. Membrane flashings at flanged metal: All flanged metal flashings (except lead flashing flanges) such as pipe flashings, edge flashings and vents shall be primed, set in mastic at approximately i/8" thick, and securely stagger nailed 3" — 4" inches on center. All lead flanged metal flashings (at drains and lead stacks) shall be primed and set in mastic at approximately 1/8" thick. All flanges shall then be stripped in with two (2) Type W ply sheets set in a full application of hot asphalt. Walk Pad/Protection Material: Install minimum 3'x4' roof protection material on three sides of each roof access hatch, at roof access ladders, and at the service panel side of each HVAC unit or mechanical equipment. Set each pad into five large dabs of roof cement over the completed roof, or as required by the roofing system manufacturer for guarantee purposes. 3.5 PROTECTION OF PROPERTY A. Protective Coverings i. Install protective coverings at paving and building walls adjacent to hoist and stinger pipes prior to starting the work. Westcoast Roof Consulting Page -28 1 1 1 II I II 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification 2. Lap protective coverings at least 6 inches, secure against wind, and vent to prevent collection of moisture on covered surfaces. 3. Keep protective coverings in place for the duration of roofing work. B. Special Protection Provide approved special protection or prevent heavy traffic by other trades on completed work at all times. 3.6 INSPECTION A. Have an authorized representative of roofing material manufacturer perform a minimum of two (2) In -Progress Inspections and provide written confirmation. Additionally, authorized representative of manufacturer supplying the roofing system shall perform a Final Inspection in the presence of the Owner/Management's representative and Consultant to approve the installation. End of Section Westcoast Roof Consulting Page -29 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification SECTION 07600 - FLASHING AND SHEET METAL PART I — GENERAL 1.1 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. 1 C. Related Disciplines: I 1. Wood Roof Deck. I 2. Wood Nailers. 3.Built-U Roofing. 1.2 REFERENCE STANDARDS 1 1 II 1 1� 1 1 1 1 1 1 1 1 1 1 1 A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association, Fifth edition, 1993, as published by SMACNA. 2. The NRCA Roofing and Waterproofing Manual, Latest Edition, - National Roofing Contractors Association. 3. Published installation instructions from manufacturers of selected products. 4. Annual Book of ASTM Standards, Latest Revision — American Society for Testing and Materials. 5. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. Westcoast Roof Consulting Page -3o 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA 1.3 QUALITY ASSURANCE Greater Seattle Market - 2013 Master Replacement Specification A. Installer: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 1.4 SUBMITTALS A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Product data cut sheets and MSDS sheets for all fasteners, sealants, sealant primers, and other required accessories. C. Submit color chart or physical samples for selection of pre -finished metal color by the Owner/Management. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Follow the manufacturer's recommendations for storage of temperature sensitive materials. C. Allow no unlabeled materials on site. D. Mark and remove all damaged or sub -grade material. i.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all sheet metal flashing in a watertight condition without cost to the Owner/Management for a period of five years after date of acceptance of roof. Westcoast Roof Consulting Page - g1 CBRE, Inc. Tukwila, WA PART II - PRODUCTS 2.1 General Greater Seattle Market - 2013 Master Replacement Specification 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. 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. B. 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. C. Lead flashings shall be 4# lead. D. 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. E. Continuous clip, where required, shall be fabricated with material one gauge heavier than connecting component. F. Masonry/Concrete Fasteners Westcoast Roof Consulting Page -32 1 1 1 1 1 1 1 1 1 1 1 1 1 CBRE, Inc. Tukwila, WA Greater Seattle Market - 2013 Master Replacement Specification 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". G. Wood Fasteners 1. Corrosion -resistant, self -drilling screw with hex washer head for exposed fastening. 2. Stainless steel/neoprene sealing washers shall be installed for all exposed fasteners. 3. Fasteners to be of sufficient length to penetrate the wood a minimum ofi-1/4". 4. 1-1/2" x 11 -gauge ring shank roofing nails shall be used for concealed fastening into wood. H. Elastomeric sealant shall be a low modulus, high performance, one -part polyurethane conforming to Federal Spec. No. TT-S-oo23oC, Type II, Class A, such as Mameco Vulkem 921 or Sikaflex 15LM. I. 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 - 33 1� CBRE, Inc. Greater Seattle Market - 2013 ' Tukwila, WA Master Replacement Specification PART III - EXECUTION 3.1 PREPARATION I I A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely I completion of the work. Do not proceed until unsatisfactory conditions I l have been corrected. I 3.2 FABRICATION I A. Sheet metal shall be formed accurately to shapes as indicated on the drawings and in conformance with detail drawings. Contractor shall be I I responsible for all dimensions. I B. Metal counterflashings shall have a minimum 4" vertical face and all II copings, edge flashings, platform pans, etc., shall have a minimum 3" vertical face, or as otherwise noted on the detail drawings. I 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 1 all vertical surfaces. ID. 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 11 into the adjacent piece. I E. Horizontal flanges of edge flashing, pitch pans, pipe flashings, etc., shall be II 4" minimum with rounded corners. F. Form, fabricate, and install all sheet metal so as to adequately provide for II expansion and contraction in the finished work. 1 1 1 1 1 1 1 1 1 G. Cross -brake all platform pans to provide slope. H. Pitch pans shall be fabricated with a 4" minimum vertical dimension. All joints and the continuous horizontal flange shall be hot soldered. Field hot solder all joints on pitch pans that cannot be slipped into place. Pitch pans can only be used if previously approved by Westcoast Roof Consulting. I. All pipe flashings shall be fabricated from lead. Field burn all lead pipe flashings that cannot be slipped onto the penetrations. Secure the top edge of the pipe flashings with stainless steel pipe clamps. Bend a 45 degree receiver on the top edge of the lead flashings and seal to the penetrations with urethane sealant. Westcoast Roof Consulting Page -34 1 CBRE, Inc. Tukwila, WA 3.3 DISSIMILAR MATERIALS 3.4 3.5 1 1 i 1 1 1 i 1 1 Greater Seattle Market - 2013 Master Replacement Specification 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, or roof cement. 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. FASTENING A. Secure metal as shown on detail drawings. Do not in any case install exposed fasteners on a horizontal plane. B. The vertical face of all sheet metal flashings at curbs and platforms shall be secured with appropriate screws through steel/neoprene washers spaced at a maximum i8" on center. C. All coping shall be secured along the outside edge with concealed clips fastened a maximum of 6" on center with annular ring shank roofing nails. The inside vertical face shall be secured with appropriate fasteners through steel/neoprene washers spaced at a maximum 18" on center. D. Do not fasten adjacent coping, counterflashing, etc., sections together at laps or at joint covers, so as to limit expansion/contraction ability. E. All horizontal flanges to be incorporated into the roof system shall be primed on both sides and allowed to dry. Embed metal flanges into 1/8" thick trowel coat of roof cement and fasten to the underlying wood substrate/nailer at 4" on center, staggered (lead flashing flanges do not require nailing). Secure laps at edge flashing with a minimum of four nails. Westcoast Roof Consulting Page -35 CBRE, Inc. Tukwila, WA 3.6 CLEAN-UP Greater Seattle Market - 2013 Master Replacement Specification 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 1 1I 1 1 1 1 1 1 1 1 Westcoast Roof Consulting Page -36 FIBERGLASS CAP SHEET — SET IN HOT ASPHALT 3—PLIES OF FIBERGLASS INTERPLY FELTS — SET IN HOT ASPHALT 1 /2" PERLITE ROOF INSULATION — SET IN HOT ASPHALT POLYISOCYANURATE ROOF INSULATION — MECHANICALLY FASTENED (REFER TO SPECIFICATION FOR R—VALUE REQUIREMENTS) PLYWOOD SUBSTRATE TYPICAL SECTION SCALE: N.T.S. 3303 BAiOB BLVD. sum -en WESTCCAST COSTA MESA CA 02620 PH.7W545-1663 FL Ti4545-7064 ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FOE NATE - D-1 IAN- 03/28/13 11111111T -HM GRANULATED MODIFIED BITUMEN MEMBRANE TORCH -APPLIED ON TOP OF WALL WALL FLASHING FASTENER AT 6" O.C. TILT -UP CONCRETE WALL STRUCTURE FIBERGLASS CAP SHEET - SET IN HOT ASPHALT FIBERGLASS BASE SHEET - SET IN HOT ASPHALT BASE FLASHING FASTENERS AT 6" O.C. FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM 1 /2" PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE 2" MIN. BASE/WALL FLASHING AT CONCRETE WALLS SCALE: N.T.S. 3303 HARBOR BLVD. SORE -Ott WEST COASTeISTA MIA,CANON PH. 714-545.7683 FL T14-545-7864 ROOF OONSULTIN® CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-2 DATE- 03/28/13 DOWN BY HM NEW ROOF HATCH ASSEMBLY MIN. 1 /2" PLYWOOD BACKER - MECHANICALLY ATTACHED SCREW THROUGH STEEL/NEOPRENE WASHER (MIN. 3 PER BASE FLASHING FASTENER AT 6" O.C. 24 GA. G.I. COUNTERFLASHING INSERT FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM - 1 /2" PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE • • • NEW ROOF HATCH SCALE: N.T.S. 8808 HARBOR BLVD. SUITE -611 WEST COAST en" MESHC192626 P8.714505-1668 FL 714-545-1000 ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-3 DATE- 03/28/13 DAWN BY HM METAL FACTORY CURB ASSEMBLY BASE FLASHING FASTENER AT 6" O.C. SCREW THROUGH STEEL/NEOPRENE WASHER © 24" O.C. 24 GA. G.I. COUNTERFLASHING INSERT NEW PERLITE INSULATION FILLER - SET IN DABS OF ROOF CEMENT FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM 1/2" PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE 4" MIN. 8" MIN. �PREFAB METAL HVAC CURB SCALE: N.T.S. 3303 NAM BLVD. 8111E -C11 WESTCOAST COSTA MESA. CA 92626 PN 714-505.1883 FIL 114-545-1660 ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-4 DATE- 03/28/13 DAWN IT- HM UNIT COUNTERFLASHING WOOD CURB ASSEMBLY BASE FLASHING FASTENER AT 6" O.C. SCREW THROUGH STEEL/NEOPRENE WASHER 24 GA. G.I. COUNTERFLASHING INSERT FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM 1 /2 PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER 2" TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE TYPICAL CURB SCALE: N.T.S. 8" MIN. 3393 HANOI MIR SERE -C11 WESTCOAST COSTA MESA.92626 PM 1145+35.1663 FL 114-545-7064 ROOF CONSULTINR CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-5 DATE- 03/28/13 DOWN BY- HM EPDM MEMBRANE 22 GA. G.I. PLATFORM PAN EXISTING PLATFORM BASE FLASHING FASTENER AT 6" O.C. FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM 1/2" PERLITE ROOF INSULATION 3" MIN. POLYISOCYANURATE ROOF INSULATION - (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE SIMPSON STRAP SECURED TO PLATFORM AND STRUCTURE NOTE: 1. ANY SECUREMENT TO THE HORIZONTAL FLASHING PAN SURFACE SHALL HAVE SEALANT AND A NEOPRENE GASKET INSTALLED PRIOR TO THE INSTALLATION OF ANY FASTENERS. 8" MIN. 8808 NABBBB BLVD. SUITE - BEI WBSTCCAST BBSTA MES' BA 92628 PN. 714-545-7668 FL 714-545-7664 ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-6 DATE- 03/28/13 DAWN BY - HM EPDM MEMBRANE 22 GA. G.I. PLATFORM PAN 2x4 WOOD SUPPORTS 3/4" CDX PLYWOOD 2x8 WOOD CURB ASSEMBLY BASE FLASHING FASTENER AT 6" O.C. FIBERGLASS CAP SHEET FLASHING MEMBRANE CANT STRIP MODIFIED BITUMEN REINFORCING MEMBRANE BUILT-UP ROOF SYSTEM 1/2" PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE SIMPSON STRAP SECURED TO PLATFORM AND STRUCTURE NOTE: 1. ANY SECUREMENT TO THE HORIZONTAL FLASHING PAN SURFACE SHALL HAVE SEALANT AND A NEOPRENE GASKET INSTALLED PRIOR TO THE INSTALLATION OF ANY FASTENERS. " MIN. It II 8" MIN. NEW PLATFORM SCALE: N.T.S. II V 3303 HARBOR BLVD. $6171-C11 WESTCOAST COSTA MESA, CA 92626 PB. 714-545-7663 FL 714-545-7064 PUOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FILENAME- D-7 DATE- 03/28/13 DBWNBY- HM FIBERGLASS CAP SHEET FLASHING MEMBRANE FIBERGLASS BASE SHEET FLASHING MEMBRANE CONCRETE WALL STRUCTURE URETHANE SEALANT BETWEEN SCUPPER FLASHING AND CONCRETE WALL CANT STRIP TWO FIBERGLASS FELT STRIPPING PLIES NEW 24 GA. G.I. SCUPPER FLASHING WITH FULLY SOLDERED SEAMS - PRIME BOTH SIDES OF FLANGES, SET INTO A FULL BED OF ROOF CEMENT AND NAIL 0 4" O.C. STAGGERED MODIFIED BITUMEN REINFORCING MEMBRANE FIBERGLASS CAP SHEET FLASHING MEMBRANE BUILT-UP ROOFING SYSTEM 1 /2" PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE ISOMETRIC VIEW •• _ _ A - • F 4" MIN: --0.-1 PRIMARY SCUPPER FLASHING SCALE: N.T.S. 8808 HARBOR BLVD. NDIITE-ell WEST COAST BOSTAMENA,U928Y6 PH.T14-545-1868 FL 114-545.1664 ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL RLE NAME- D-8 BATE- 03/28/13 DAWN BY- HM 4# LEAD PIPE FLASHING - ROLL LEAD FLASHING MINIMUM 1" DOWN INTO PIPE PIPE PENETRATION SEAL BASE OF PENETRATION WITH ROOF CEMENT TWO FIBERGLASS FELT STRIPPING PLIES BUILT-UP ROOF SYSTEM 1 /2 PERLITE ROOF INSULATION POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE NOTE: 1. PRIME BOTH SIDES OF ALL FLANGES PRIOR TO INSTALLATION, AND SET FLANGES INTO A FULL BED OF ROOF CEMENT. MIN. ft LEAD PIPE FLASHING - CRIMPED SCALE: N.T.S. 3303 HARBOR BLVD. SUM -CU WEST COAST CBSTAME" CA9YOY6 PR 714-505-7803 RL 714-545.7664 ROOF CONSULTINI3 CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL RLE NAME- D-9 DATE- 03/28/13 DOWN BY - HM 100% URETHANE SEALANT ALONG TOP EDGE OF LEAD FLASHING AT A 45' ANGLE STAINLESS STEEL CLAMPING BAND 4# LEAD PIPE FLASHING SEAL BASE OF PENETRATION WITH ROOF CEMENT TWO FIBERGLASS FELT STRIPPING PLIES BUILT-UP ROOF SYSTEM 1/2" PERLITE ROOF INSULATION - SET IN HOT ASPHALT POLYISOCYANURATE ROOF INSULATION (REFER TO SPECIFICATION FOR R -VALUE REQUIREMENTS) PLYWOOD SUBSTRATE NOTE: 1. PRIME BOTH SIDES OF ALL FLANGES PRIOR TO INSTALLATION, AND SET FLANGES INTO A FULL BED OF ROOF CEMENT. lit 4" MIN. IP Pt LEAD PIPE FLASHING - CLAMPED SCALE: N.T.S. 33M BABM IDE SIM -IV WESTCOAST CM" MESA' CA Ma PR 714-613-7113 FX. 711 -6M -1W ROOF CONSULTING CBRE, INC. TUKWILA, WA ROOF REPLACEMENT DETAIL FIIIEN"IIE- D-10 DATE- 03/28/13 MEN B1- HM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I I I I I Johns Manville JAM REVIEWEDSpecification SP6/8RR—S CODE A SEP 0 9 2013 r --SLOPE J all II11 In Ila 11 II lilt as al 1 t • se City $�I�DIr ?Si eS Steel Deck Stagger side lap welds I . , veer= from fasteners. i(Adjust iiiiii iiiiiiiif13. lap width asOzrequired)Min. 1-1/Y (40 mm) PVC Lap Welded (80 mm) Min. Lap JM PVC 60 OR 80 Mil Fasteners under PVC Membrane (typical) ENRGY 3 Fastened (] required ® (Refer to appropriate with JM PVC JM PVC Fastening RhinoPiates diagram for correct,..._.,and HlghLoad pattern) Fasteners 0 / PVC Membrane welded f!/ from the top of the membrane to the JM PVC RhinoPlates under the membrane using the Induction Welder) 0 Zia IS--: • o • i' :3 it, if Tukwila G DIVISI01 JM PVC 60 or 80 Mil Mechanically Fastened Membrane System Over ENRGY 3® Insulation Fastened with RhinoPlate to a Steel Deck General This specification is for use over any approved structural steel deck which is suitable to receive a mechanically fastened insulation. This specification can also be used in certain re -roofing applications. Install insulation in accordance with the appropriate JM insulation specification detailed in the current JM Single Ply Roofing Systems Manual. • Insulation: Mechanically fasten using High Load Fasteners and RhinoPlates • Membrane: Induction weld to RhinoPlates Note: Consider all general instructions contained in the current JM Single Ply Roofing Systems Manual as part of the specification. Design Consider local conditions and characteristics when designing, specifying and installing any roofing system. Information from the Single Ply Roofing Industry (SPRI), FM Global® and local building codes can provide guidelines for the designer. Design and installation of the deck and/or roof substrate must result in the roof draining feelyto outlets numerous enough and so located as to remove water promptly. Minor ponding is acceptable. Deck Preparation Ensure the deck is clean, dry and smooth so that the insulation lays flat. Steel decks must be a minimum 22 gauge (0.76 mm) and FM -approved fastening methods must be followed to achieve the desired uplift. Please check with the deck manufacturer for further guidelines. Insulation Fasteners and Plates Install High Load Fasteners and RhinoPlates at a minimum rate of six fasteners per 4' x 8' (1.22 m x 2.44 m) board. Fasteners must pierce the top flute of the deck at a minimum of 1' (25 mm). It is essential to keep plates installed in a straight line. This will improve system performance and aid in more efficiently identifying plates under the membrane. Insulation Application Store products per manufacturer's recommendations. Remove any wet product and discard. Recommended minimum width is 6" (152 mml. A minimum offset of 6" (152 mm) is recommended from the previous layer of insulation. The top layer of insulation must be a minimum 1.4" (36 mm) thick. Position the insulation with the long side of the board running perpendicular with the flutes of the deck. Each of the edges must be centered on the flute top. No board widths less than 6' (152 mm) are allowed. Perimeters and corners fastener density must be enhanced per FM publication 1-29. Call JM Technical Services at (800) 922-5922 for specific approvals for ENRGY 3 insulation. Membrane Application Before installation, unroll the JM PVC Membrane, and "relax": • 15 minutes when the temperature is above 60°F (16°C) • 30 minutes when the temperature is below 60°F (16°C) Position the membrane so that all field sheets run perpendicular to the flutes of the deck. Begin fastening with induction tool once the membrane has been properly positioned. Membrane Securement with RhinoPlate Induction Tool Ensure calibration of the induction welder and follow all recommended instructions for the JM PVC RhinoPlate system. Locate a plate under the membrane and center the induction welder over the plate. Ensure there is no debris, including small particulates, between the induction welder and the membrane. Activate the weld taking care not to disturb the welder during the cycle. Remove the induction welder after the cycle ends and immediately set a cooling clamp directly onto the center of the plate. Take care not to twist the cooling clamp when setting in place. Repeat this process for each plate. Welding of Lap Areas The laps of JM PVC Systems with RhinoPlate must be hot-air welded. Clean all surfaces to be welded. Follow manufacturer's operating instructions for welding equipment. All welds must be a minimum of 1.5°138 mm) in width. Quality Control of Seams After heat welding, check the seams for integrity with a blunt -ended probe. Repair any cold welds or "fishmouths". Each day, take test cuts at the seams and pull until failure to test the quality of the welds. Should the welds be deficient, a more thorough examination of the work performed must be carried out and necessary repairs made. Perimeter Attachment Secure attachment of the PVC roofing membrane at the perimeter and at penetrations by mechanically fastening using High Load Fasteners and RhinoPlates or other approved fasteners appropriate for substrates. The minimum width of the perimeter enhancements should be 6' (1.83 ml. Increase perimeter width as necessary to comply with FM 1-29 and 1-28. RS -8859 3-12 (Replaces 11-09) I I Project Name 10/2012 Project Address ' Project City, Project State Project ZIP Project Section/Deck I SECTION 075419 — POLYVINYL CHLORIDE (PVC) MEMBRANE ROOFING I I PART 1 - GENERAL I I 1.1 SECTION INCLUDES ' A. PVC Induction welded fastened membrane roofing system. ' B. Cover board. ' C. Roof insulation. ' D. Base sheet. E. Sheathing paper. 1.2 RELATED SECTIONS: A. Division 06 Section "Miscellaneous Rough Carpentry" for wood nailers, cants, curbs, and blocking and for I wood -based, structural -use roof deck panels. I B. Division 07 Section "Sheet Metal Flashing and Trim" for metal roof penetration flashings, flashings, and counterflashings. I C. Division 07 Section "Manufactured Roof Expansion Joints." I D. Division 22 Section "Storm Drainage Piping Specialties" for roof drains. I I 1.3 REFERENCES I A. Roofing Terminology: Refer to the following publications for definitions of roofing work related terms used in this Section: I I 1. ASTM D 1079 "Terminology Relating to Roofing and Waterproofing." 2. Glossary of NRCA's "The NRCA Roofing and Waterproofing Manual." ' 3. Roof Consultants Institute "Glossary of Roofing Terms." ' B. Sheet Metal Terminology and Techniques: SMACNA Architectural Sheet Metal Manual. 1.4 DESIGN CRITERIA I A. General: Installed roofing membrane and base flashing systems shall remain watertight; and resist specified wind uplift pressures, thermally induced movement, and exposure to weather without failure. I Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-1 of 14 I Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 10/2012 B. Material Compatibility: Roofing materials shall be compatible with one another under conditions of service and application required, as demonstrated by roofing system manufacturer based on testing and field experience. C. Wind Uplift Performance: Roofing system shall be identical to systems that have been successfully tested by a qualified testing and inspecting agency to resist wind uplift pressure calculated in accordance with ASCE-7. 1. Field -of -Roof Uplift Pressure: <Insert number> lbf/sq. ft. (kN/sq. m). 2. Perimeter Uplift Pressure: <Insert number> Ibf/sq. ft. (kN/sq. m). 3. Corner Uplift Pressure: <Insert number> lbf/sq. ft. (kN/sq. m). D. FMG Listing: Roofing membrane, base flashings, and component materials shall comply with requirements in FMG 4450 and FMG 4470 as part of a roofing system and that are listed in FMG's "RoofNav" for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. 1. Roofing system shall comply with RoofNav #: 2. Fire/Windstorm Classification: Class 1A -Insert number (starting at 60 and incrementing by 15) 3. Hail Resistance: [MH] [SH]. E. LEED Credits: 1. Roofing system shall be eligible for LEED Credit SS 7.1 and/or SS 7.2. 2. Insulation and cover board materials shall contribute to LEED credit MR 4.1 3. Insulation package shall contribute to LEED EA credit. 4. Materials with minimal VOC shall contribute to LEED credit EQ 4. F. EPA Energy Star: 1. Roofing membrane shall achieve an initial reflectance of greater than 0.65 and a three year aged reflectance of greater than 0.50. G. T24/CRRC-1: 1. Roofing system shall comply with the requirements of Title 24. 2. Roofing membrane shall be tested by CRRC-1. 1.5 SUBMITTALS A. Product Data: Manufacturer's product data sheets for each product to be provided. B. Detail Drawings: Provide roofing system plans, elevations, sections, details, and details of attachment to other Work, including: 1. Base flashings, cants, and membrane terminations. 2. Tapered insulation, including slopes. 3. Crickets, saddles, and tapered edge strips, including slopes. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-2 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 4. Insulation fastening patterns. C. Verification Samples: Provide for each product specified. D. Maintenance Data: Refer to Johns Manville's latest published documents on www.specJM.com. E. Guarantees: Special guarantees specified in this Section. 1.6 QUALITY ASSURANCE 10/2012 A. Installer Qualifications: Qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and is eligible to receive the specified manufacturer's guarantee. B. Manufacturer Qualifications: Qualified manufacturer that has [UL listing] [FMG approval] for roofing system identical to that used for this Project. C. Testing Agency Qualifications: Independent testing agency with the experience and capability to conduct the testing indicated, as documented in accordance with ASTM E 548. D. Test Reports: 1. Roof drain and leader test or submit plumber's verification. 2. Core cut (if requested). 3. Roof deck fastener pullout test. E. Moisture Survey: 1. Submit prior to installation, results of a non-destructive moisture test of roof system completed by approved third party. Utilize one of the approved methods: a. Infrared Thermography b. Nuclear Backscatter F. Source Limitations: Obtain all components from the single source roofing system manufacturer guaranteeing the roofing system. All products used in the system shall be labeled by the single source roofing system manufacturer issuing the guarantee. G. Fire -Test -Response Characteristics: Roofing materials shall comply with the fire -test -response characteristics indicated as determined by testing identical products per test method below by UL, [FMG], or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: Class [A] [ j L]; ASTM E 108, for application and roof slopes indicated. 2. Fire -Resistance Ratings: ASTM E 119, for fire -resistance -rated roof assemblies of which roofing system is a part. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-3 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 10/2012 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storage. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when current and forecasted weather conditions permit roofing system to be installed in accordance with manufacturer's written instructions and guarantee requirements. 1.9 GUARANTEES A. Provide manufacturer's system guarantee equal to Johns Manville's Peak Advantage No Dollar Limit Roofing System Guarantee. 1. Single -Source special guarantee includes roofing plies, base flashings, liquid applied flashing, roofing membrane accessories, [roof insulation], [fasteners], [cover board], [substrate board], [vapor retarder], [walkway products], [manufacturer's expansion joints], [manufacturer's edge metal products], and other single -source components of roofing system marketed by the manufacturer. 2. Guarantee Period: [10] [15] [20] years from date of Substantial Completion. 3. Wind Rider: Guarantee shall not exclude coverage for wind events up to [number between 55 - 120] mph. 4. Hail Rider: Guarantee shall have no exclusions for hail events up to [1 inch] [1.5 inches] [2 inches] 5. Accidental Puncture Rider: Guarantee shall provide coverage for accidental puncture for up to [8] [16] billed repair hours per year for the life of the guarantee. B. Installer's Guarantee: Submit roofing Installer's guarantee signed by Installer, covering Work of this Section, including all components of roofing system, for the following guarantee period: 1. Guarantee Period: [Two] [Five] Years from date of Substantial Completion. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-4 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck PART 2- PRODUCTS 2.1 POLYVINYL -CHLORIDE ROOFING MEMBRANE - PVC 10/2012 A. PVC Sheet: ASTM D 4434, Type III, fabric reinforced that contains KEE (Elvaloy) to reduce plasticizer migration. Basis of Design: [JM PVC] [or architect pre approved equal] 1. If the membrane does not contain KEE, then a post installation coating is required to mitigate plasticizer migration.. 2. Certification, by letter, stating that the formulation has a minimum 15 years of performance history in North America. 3. Thickness: [80 mils (2.03 mm), nominal] [80 mils (2.03 mm), minimum]. 4. 2.2 AUXILIARY ROOFING MATERIALS — SINGLE PLY A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with membrane roofing. 1. Liquid -type auxiliary materials shall meet VOC limits of authorities having jurisdiction. B. Sheet Flashing: Manufacturer's sheet flashing of same material, type, reinforcement, thickness, and color as sheet membrane. Basis of Design: [JM PVC] [JM PVC Detail Strip] [or architect pre approved equal] C. Sheet Flashing: Manufacturers unreinforced sheet flashing of same material as sheet membrane. Basis of Design: [JM PVC Detail Membrane] [or architect pre approved equal] D. Slip Sheet: Manufacturers recommended slip sheet, of type required for application. E. Metal Termination Bars: Manufacturers standard predrilled stainless-steel or aluminum bars, with anchors. Basis of Design: JM Termination Systems [or architect pre approved equal] F. Metal Battens: Manufacturers standard aluminum -zinc -alloy -coated or zinc -coated steel sheet, prepunched. Basis of Design: Membrane Battens [or architect pre approved equal] G. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening membrane to substrate, and acceptable to membrane roofing system manufacturer. Basis of Design: [High Load Fasteners and Plates] [High Load Pre - Assembled Fasteners] [High Load Reel -Fast] [High Load AccuSeam] [Extra High Load Fasteners and Plates] [or architect pre approved equal] H. Induction Welding Plate: A round specially coated Galvalume® plate with a recessed center and raised flat bonding surface specifically designed for induction welding application. Product: LIE PVC RhinoPlates] I. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, termination reglets, cover strips, sealants, and other accessories. Basis of Design: [JM PVC Pourable Sealer, JM PVC Pipe Boots, JM Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-5 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 10/2012 PVC Penetration Pan, JM PVC Reversible Corners, JM PVC Inside Corners, JM PVC T -Joint Patch, JM PVC Membrane Cleaner, JM PVC -Coated Metal, JM PVC Sealant] and JM Single Ply Caulk [or architect pre approved equals] 2.3 AUXILIARY ROOFING SYSTEM COMPONENTS A. Expansion Joints: Provide factory fabricated weatherproof, exterior covers for expansion joint openings consisting of flexible rubber membrane, supported by a closed cell foam to form flexible bellows, with two metal flanges, adhesively and mechanically combined to the bellows by a bifurcation process. Provide product manufactured and marketed by single -source membrane supplier that is included in the No Dollar Limit guarantee. Basis of Design: [Expand -O -Flash] [Expand -O -Gard] [or architect pre approved equal] B. Coping System: Manufacturer's factory fabricated coping consisting of a base piece and a snap -on cap. Provide product manufactured and marketed by single -source membrane supplier that is included in the No Dollar Limit guarantee. Basis of Design: Presto -Lock Coping [or architect pre approved equal] C. Fascia System: Manufacturer's factory fabricated fascia consisting of a base piece and a snap -on cover. Provide product manufactured and marketed by single -source membrane supplier that is included in the No Dollar Limit guarantee. Basis of Design: [Presto Lock Fascia] [Presto-Tite Fascia] [or architect pre approved equal] D. Metal Flashing Sheet: Metal flashing sheet is specified in Division 07 Section "Sheet Metal Flashing and Trim." 2.4 WALKWAYS A. Flexible Walkways: Factory -formed, nonporous, heavy-duty, slip -resisting, surface -textured walkway pads sourced from membrane roofing system manufacturer. Basis of Design: [JM PVC Heavy -Duty Walkpad] [JM PVC Walkpad] [or architect pre approved equal] 2.5 COVER BOARD A. High -Density Polyisocyanurate: High-density polyisocyanurate technology bonded in-line to mineral - surfaced, fiber glass reinforced facers with greater than 125 lbs of compressive strength. Basis of Design: Invinsa Roof Board [or architect pre approved equal] B. Gypsum Board: ASTM C1177, glass -mat faced, water-resistant gypsum substrate, [1/4 inch (6 mm)] [1/2 inch (13 mm)] [5/8 inch (16 mm)] thick. Basis of Design: JM Securock Glass Mat Roof Board [or architect pre approved equal] C. Gypsum Board: ASTM C1278, non -faced, gypsum and cellulose fiber substrate, [1/4 inch (6 mm)] [1/2 inch (13 mm)] [5/8 inch (16 mm)] thick. Basis of Design: JM Securock Gypsum -Fiber Roof Board [or architect pre approved equal] Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-6 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 2.6 ROOF INSULATION 10/2012 A. General: Provide preformed roof insulation boards that comply with requirements and referenced standards, selected from manufacturer's standard sizes and of thicknesses indicated. B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Basis of Design: ENRGY 3 [or architect pre approved equal] 1. Provide insulation package with R Value greater than [19] [insert R Value] [minimum required by applicable code]. 2. Provide insulation package with minimum thickness [insert thickness]. 2.7 TAPERED INSULATION A. Tapered Insulation: ASTM C 1289, provide factory -tapered insulation boards fabricated to slope of [1/4 inch per 12 inches (1:48)] <Insert slope>, unless otherwise indicated. Basis of Design: Tapered ENRGY 3 [or architect pre approved equal] 2.8 INSULATION ACCESSORIES A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatible with membrane roofing. B. Provide factory preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. Basis of Design: [Tapered Pre -Cut Cricket] [Tapered Pre -Cut Miter] [Tapered Fesco Edge Strip] [or architect pre approved equal] C. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening roof insulation to substrate, and furnished by roofing system manufacturer. Basis of Design: [UltraFast Fasteners and Plates] [UltraFast Pre -Assembled Fasteners [UltraFast AccuTrac Fastener and Plate System] [or architect pre approved equal] D. Urethane Adhesive: Manufacturer's two component urethane adhesive formulated to adhere insulation to substrate. Basis of Design: [JM Two -Part Urethane Insulation Adhesive] [JM Green Two -Part Urethane Insulation Adhesive] [or architect pre approved equal] E. Wood Nailer Strips: Comply with requirements in Division 06 Section "Miscellaneous Rough Carpentry." 2.9 BASE -SHEET MATERIALS A. Base Sheet: ASTM D 4601, Type II nonperforated, asphalt -impregnated and -coated, glass -fiber sheet, dusted with fine mineral surfacing on both sides. Basis of Design: [PermaPly 28] [GlasBase Plus] [or architect pre approved equal] B. Base Sheet: ASTM D 4897, Type II, venting, nonperforated, heavyweight, asphalt -impregnated and - coated, glass -fiber base sheet with coarse granular surfacing or embossed venting channels on bottom surface. Basis of Design: Ventsulation Felt [or architect pre approved equal] Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-7 of 14 I I I I I I I I I Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 2.10 SHEATHING PAPER A. Sheathing Paper: Red -rosin type, minimum 3 lb/100 sq. ft. (0.16 kg/sq. m). PART 3 - EXECUTION 3.1 EXAMINATION 10/2012 A. Examine substrates, areas, and conditions for compliance with requirements affecting performance of I roofing system. I I I I I I I I I I I I I I B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean and remove from substrate sharp projections, dust, debris, moisture, and other substances detrimental to roofing installation in accordance with roofing system manufacturer's written instructions. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. C. Prime surface of concrete deck with asphalt primer at a rate recommended by roofing manufacturer and allow primer to dry. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.3 RE -ROOF PREPARATION A. Remove all roofing membrane, surfacing, coverboards, insulation, fasteners, asphalt, pitch, adhesives, etc. 1. Remove an area no larger than can be re -roofed in one day. B. Tear out all base flashings, counterflashings, pitch pans, pipe flashings, vents and like components necessary for application of new membrane. I C. Remove abandoned equipment curbs, skylights, smoke hatches, and penetrations. I 1. Install decking to match existing as directed by Owner's Representative. I D. Raise (disconnect by licensed craftsmen, if necessary) all HVAC units and other equipment supported by curbs to conform with the following: I I I I I 1. Modify curbs as required to provide a minimum 8" base flashing height measured from the surface of the new membrane to the top of the flashing membrane. 2. Nail top of flashing and install new metal counterflashing prior to re -installation of unit. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-8 of 14 I I Project Name 10/2012 Project Address ' Project City, Project State Project ZIP Project Section/Deck 3. Perimeter nailers must be elevated to match elevation of new roof insulation. E. Immediately remove all debris from roof surface. Demolished roof system may not be stored on the roof surface. F. Proceed with installation only after unsatisfactory conditions have been corrected. I 3.4 RECOVER PREPARATION I A. Prepare existing roof according to roofing system manufacturer's written instructions, applicable recommendations of the roofing manufacturer, and requirements in this Section. B. Tear out all base flashings, counterfiashings, pitch pans, pipe flashings, vents and like components necessary for application of new membrane. C. Disable existing roof membrane by cutting a minimum 5 foot x 5 foot grid pattern. D. "Skin" existing membrane at substrate. E. Remove existing membrane at fasteners. F. Remove and replace wet, deteriorated or damaged roof insulation and decking as identified in moisture survey. I G. Remove abandoned equipment curbs, skylights, smoke hatches, and penetrations. Install decking to I match existing as directed by Owner's Representative. I H. Raise, (disconnect by licensed craftsmen, if necessary) all HVAC units and other equipment supported by curbs to conform with the following: 1. Modify curbs as required to provide a minimum 8" base flashing height measured from the surface of the new membrane to the top of the flashing membrane. 2. Nail top of flashing and install new metal counterfashing prior to re -installation of unit. 3. Perimeter nailers must be elevated to match elevation of new roof insulation. I. Immediately remove all debris from roof surface. Demolished roof system may not be stored on the roof surface. J. Prime existing cap sheet to prepare for recover application. K. Proceed with installation only after unsatisfactory conditions have been corrected. 3.5 SHEATHING PAPER INSTALLATION A. Loosely lay sheathing paper in a single layer over all wood deck areas, side and end lapping each sheet a minimum of 2 inches and 6 inches, respectively. 1. Seal side and end laps with [tape] [adhesive]. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-9 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.6 BASE -SHEET INSTALLATION 10/2012 A. Install one lapped base sheet course and mechanically fasten to substrate according to roofing system manufacturer's written instructions. 1. Enhance fastening rate in perimeter and corner zones according to code or manufacturer, whichever is more stringent. B. Comply with roofing system manufacturer's written instructions for installing roof insulation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.7 INSULATION INSTALLATION A. Coordinate installation of roof system components so insulation and cover board is not exposed to precipitation or left exposed at the end of the workday. B. Comply with roofing system manufacturer's written instructions for installation of roof insulation and cover board. C. Install tapered insulation under area of roofing to conform to slopes indicated. D. Install insulation boards with long joints in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with like material. E. Install one or more layers of insulation under area of roofing to achieve required thickness. Where overall thickness is 1.5 inches (38 mm) or greater, install 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction. F. Trim surface of insulation boards where necessary at roof drains so completed surface is flush and does not restrict flow of water. G. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces. H. Preliminarily Fastened Insulation for Mechanically Fastened Systems: Install insulation with fasteners at rate required by roofing system manufacturer or applicable authority, which ever is more stringent. I. Adhered Insulation: Install each layer of insulation and cover board and adhere to substrate as follows: 1. Install each layer in a two-part urethane adhesive according to roofing system manufacturer's instruction. J. Loose Laid Insulation: Loose lay all layers of insulation with staggered joints. 1. Install all layers according to requirements in FMG's "Approval Guide" for specified Windstorm Resistance Classification. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-10 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 2. Install all layers to resist uplift pressure at corners, perimeter, and field of roof. 10/2012 K. Loose Laid Insulation with Top Insulation Layer Mechanically Fastened: Loose lay insulation with staggered joints and secure top layer of insulation to deck using mechanical fasteners specifically designed and sized for fastening specified board -type to deck type. 1. Fasten top layer according to requirements in FMG's "Approval Guide" for specified Windstorm Resistance Classification. 2. Fasten top layer to resist uplift pressure at corners, perimeter, and field of roof. L. Mechanically Fastened with Subsequent Layers Adhered Insulation: Secure first layer of insulation to deck using mechanical fasteners specifically designed and sized for fastening specified board -type to deck type. 1. Fasten first layer according to requirements in FMG's "Approval Guide" for specified Windstorm Resistance Classification. 2. Fasten first layer to resist uplift pressure at corners, perimeter, and field of roof. 3. Install subsequent layers in a cold fluid -applied adhesive according to roofing system manufacturer's instruction. 4. Install subsequent layers in a two-part urethane adhesive according to roofing system manufacturer's instruction. M. Proceed with installation only after unsatisfactory conditions have been corrected. 3.8 COVER BOARD INSTALLATION A. Coordinate installing membrane roofing system components so cover board is not exposed to precipitation or left exposed at the end of the workday. B. Comply with membrane roofing system manufacturer's written instructions for installing roof cover board. C. Install cover board with long joints of cover board in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with cover board. 1. Cut and fit cover board within 1/4 inch (6 mm) of nailers, projections, and penetrations. D. Trim surface of cover board where necessary at roof drains so completed surface is flush and does not restrict flow of water. 1. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces. E. Preliminarily Fastened Insulation for Mechanically Fastened Systems: Install insulation with fasteners at rate required by roofing system manufacturer or applicable authority, which ever is more stringent. F. Adhered Cover Board: Adhere cover board to substrate as follows: 1. Install in a two-part urethane adhesive according to roofing system manufacturer's instruction. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-11 of 14 Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 10/2012 G. Mechanically Fastened Cover Board: Install each layer of cover board and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board -type roof cover board to deck type. 1. Fasten according to requirements in FMG's "Approval Guide" for specified Windstorm Resistance Classification. 2. Fasten to resist uplift pressure at corners, perimeter, and field of roof. H. Proceed with installation only after unsatisfactory conditions have been corrected. 3.9 ROOFING MEMBRANE INSTALLATION, GENERAL A. Install roofing membrane in accordance with roofing system manufacturer's written instructions, applicable recommendations of the roofing manufacturer and requirements in this Section. B. Start installation of roofing membrane in presence of roofing system manufacturer's technical personnel. C. Where roof slope exceeds 1/2 inch per 12 inches (1:24, contact the membrane manufacturer for installation instructions regarding installation direction and backnailing D. Cooperate with testing and inspecting agencies engaged or required to perform services for installing roofing system. E. Coordinate installing roofing system so insulation and other components of the roofing membrane system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is imminent. 1. Provide tie -offs at end of each day's work to cover exposed roofing membrane sheets and insulation with a course of coated felt set in roofing cement or hot roofing asphalt with joints and edges sealed. 2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system. 3. Remove and discard temporary seals before beginning work on adjoining roofing. F. Proceed with installation only after unsatisfactory conditions have been corrected. 3.10 INDUCTION WELDED ROOFING MEMBRANE INSTALLATION A. Install roofing membrane over area to receive roofing according to roofing system manufacturer's written instructions. Unroll roofing membrane and allow to relax before installing. B. Start installation of roofing membrane in presence of roofing system manufacturer's technical representative. C. Accurately align roofing membranes and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-12 of 14 1 1 Project Name 10/2012 Project Address 1 Project City, Project State Project ZIP Project Section/Deck D. Always install membrane laps perpendicular to the steel deck flutes. "Picture Frame" installation method 1 is not permitted. E. Apply roofing membrane with side laps shingled with slope of roof deck where possible. 1 F. Seams: Clean seam areas, overlap roofing membrane, and hot-air weld side and end laps of roofing membrane according to manufacturer's written instructions to ensure a watertight seam installation. I 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of 1 roofing membrane. 2. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 1 a. Remove and repair any unsatisfactory sections before proceeding with Work. 3. Repair tears, voids, and lapped seams in roofing membrane that do not meet requirements. 1 G. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal roofing membrane in place with clamping ring. 1 H. In -Splice Attachment: Secure one edge of roofing membrane using fastening plates or metal battens 1 centered within membrane splice and mechanically fasten roofing membrane to roof deck. Field -splice seam. 1 I. Induction Welding Installation: 1. Perform calibration and set-up as detailed by the Induction Welder Owner's Manual 1 2. Adjust the handle height, if desired, by releasing handle clamps and pulling or pushing handle to desired position. 1 3. Center the Induction Welder over the first plate in pattern and activate the weld. 1 a. Induction Welder must be centered over the plate to create a 100% bond. b. If an error occurs during activation, refer to the induction welder owner's manual for 1 corrective action. 1 4. Place cooling clamp over the welded plate. 1 a. Keep clamp in place at least 45 seconds while the assembly cools. 1 5. Repeat process for each plate. 1 J. Proceed with installation only after unsatisfactory conditions have been corrected. 1 3.11 BASE FLASHING INSTALLATION 1 A. Install sheet flashings and preformed flashing accessories and adhere to substrates in accordance with membrane roofing system manufacturer's written instructions. 1 B. Flash penetrations and field -formed inside and outside corners with sheet flashing. 1 Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-13 of 14 1 I I I 1 I I I I I I 1 I I I I I I I I I I I I 1 I I I I I 1 i Project Name Project Address Project City, Project State Project ZIP Project Section/Deck 10/2012 C. Flash penetrations and field -formed inside and outside corners with cured or uncured sheet flashing. D. Clean seam areas and overlap and firmly roll sheet flashings into the adhesive. Weld side and end laps to ensure a watertight seam installation. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. F. Proceed with installation only after unsatisfactory conditions have been corrected. 3.12 WALKWAY INSTALLATION A. Flexible Walkways: Install walkway products in locations indicated. Adhere with compatible adhesive and heat weld walkway products to substrate according to roofing system manufacturer's written instructions. — PVC B. Roof -Paver Walkways: Install walkway roof pavers according to manufacturer's written instructions in locations indicated, to form walkways. Leave 3 inches (75 mm) of space between adjacent roof pavers. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.13 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform roof tests and inspections and to prepare test reports. B. Final Roof Inspection: Arrange for roofing system manufacturer's Registered Roof Observer (RRO) to inspect roofing installation on completion and submit report to Architect. C. Repair or remove and replace components of roofing system where test results or inspections indicate that they do not comply with specified requirements. 3.14 PROTECTION AND CLEANING A. Protect roofing system from damage and wear during remainder of construction period. B. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 075419 Section 075419 — Polyvinyl Chloride (PVC) Membrane Roofing Page 075419-14 of 14 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 9 2013 City of Tukwila BUILDING DIVISION 0 O. 02/ 0 0 O. 8 Lvo LEGEND • CD SOUGHT ID HVAC UNIT . O VENT ® SWAMP COOLER © EXHAUST FAN -Riff ANTENNA . SATELLITE DISH ® ROOF HATCH ® ROOF DRAIN = SCUPPER 12644-12668 INTERURBAN AVE. S. - BLDG. 3 2013 ROOF REPLACEMENT 3303 NAIRN MK SOffiE-Ct1 WEST CDA T COSTA MEAL CA 92626 FL 714-545-7663 FL 714-545.7669 ROOF CONSULTING CBRE, INC. KENT, WA GATEWAY CORPORATE CENTER TUKWILA, WA RIE NAME- RS12644 ALE#- XXXX SQ. FT. DATE- 03/27/13 DAWN NY HM F a. Google eart Ini e� r Date: 7/5/2012 47°29'18.37" P! 122°16'36.44"M elev ° 201ft eye. alt 498 ft 2/3/2014 City of Tukwila Department of Community Development EUGENE MEYER 18211 EAST VALLEY HY KENT, WA 98032 RE: Permit No. D13-270 GATEWAY BUILDING 3 12644 INTERURBAN AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/15/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/15/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ennif Marshall mit Technician File No: D13-270 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY M, PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-270 DATE: 08/23/13 PROJECT NAME: GATEWAY BUILDING 3 SITE ADDRESS: 12644 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: uilding Division Public Works Fire Prevention Structural gtootP n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 08/27/13 Not Applicable E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route tg{ REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 09/24/13 Approved ❑ Approved with Conditions k Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: • PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: 1 2c, --/f Permit App. V/ 3-2 70 IBC Edition �& State Amend. Project title: 4.i."/5) +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 �etermine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. et7 Review for conformity withGeneral building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 (9— Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Prie Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MEYER BROTHERS ROOFING INC UBI No. 600620120 Phone 2536387894 Status Active Address 18211 E Valley Hwy License No. MEYERBR142LL Suite/Apt. License Type Construction Contractor City Kent Effective Date 6/13/1986 State WA Expiration Date 12/31/2014 Zip 98032 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MEYERRS920C6 MEYER ROOFING SOLUTIONS LLC Construction Contractor General Unused 2/26/2008 2/26/2014 Active MEYER, PATRICK M METALMETALRN016N6IOOFS NORTHWEST INC Construction Contractor General Unused 8/26/1999 11/13/2002 Archived Business Owner Information Name Role Effective Date Expiration Date HOUSH, RONALD G Agent 01/01/1980 Amount MEYER, EUGENE M President 01/01/1980 SLPGGL0030602 MEYER, RICHARD Vice President 02/23/2010 MEYER, PATRICK M Chief Executive Officer 01/01/1980 11/10/2009 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 TRAVELERS CAS & SURETY CO 104329764 06/13/2004 Until Cancelled $12,000.00 06/14/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 23 Starr Surplus Lines Insurance SLPGGL0030602 11/03/2012 11/03/2013 $1,000,000.00 10/31/2012 22 Starr Surplus Lines Insurance SLPGGL0030601 11/03/2011 11/03/2012 $1,000,000.00 11/02/2011 21 Starr Surplus Lines Insurance SLPGGL0030600 11/03/2010 11/03/2011 $1,000,000.00 11/22/2010 20 FIRST MERCURY INS CO fmwa000409 11/03/2009 11/03/2011 $1,000,000.00 10/27/2010 19 FIRST MERCURY INS CO FMFL003277 11/03/2008 11/03/2009 $1,000,000.0009/15/2008 18 FIRST MERCURY INS CO FMFL001285 11/03/2007 11/03/2008 $1,000,000.00 10/12/2007 FIR17 NSST MERCURY I FMFL001285 11/03/2005 11/03/2007 $1,000,000.00 11/01/2006 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By httns://fortress.wa.gov/lni/bbip/Print.aspx 09/12/2013