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Permit D13-154 - PROVIDENCE - INFUSION & PHARMACY - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D13-154 Providence Infusion & Pharmacy 3333 S 120 Pl DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 40 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. PROVIDENCE INFUSION & PHARMACY 3333 S 120 PL D13-154 City ofTukwila 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.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: Project Name: PROVIDENCE INFUSION & PHARMACY Permit Number: D13-154 Issue Date: 05/16/2013 Permit Expires On: 11/12/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INfL BLVD , 4TH FLOOR 98168 Contact Person: Name: RICK DELCOURE Phone: 206-277-5237 Address: 12201 TUKWILA INTERNATIONAL BL, FOURTH FLOOR , TUKWILA WA 98168 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281-4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168-5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2015 Lender: Name: Address: DESCRIPTION OF WORK: REPLACE APPROXIMATELY 37,000 SQ FT OF EXISTING ROOFING Value of Construction: $387,225.00 Fees Collected: $6,353.54 Type of Fire Protection: SPRINXLERS/AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0010 Electrical Service Provided by: SEATTLE C1TY LIGHT **continued on next page** doc: IBC -7/10 D13-154 Printed: 05-16-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storni Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not p construction or the performance of work. to this permit. Signature: Public: Non -Profit: N Public: Date: V7 WA " ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: \a- S This permit shall become null and 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. Date: 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: 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. 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 D13-154 Printed: 05-16-2013 this requirement. • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ***FIRE DEPARTMENT CONDITIONS*** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: If the asphalt kettle is propane fueled, an LP -Gas permit is required 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 on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: 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 D13-154 Printed: 05-16-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 13 1,S y Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3333 s. 120th Pl, Tukwila WA 98168 King Co Assessor's Tax No.: 1023049079 Suite Number: New Tenant: Tenant Name: Providence Infusion & Pharmacy PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila International Blvd. 4th Fl City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Rick Delcoure Address: 12201 Tukwila International Blvd. 4th Fl City: Seattle State: WA Zip: 98168 Phone: (206) 277-5237 Fax: (206) 281-0920 Email: rickd@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Inc. Address: 12201 Tukwila International Blvd. 4th Fl City: Seattle State: WA Zip: 98168 Phone: (206) 281-4200 Fax: (206) 281-0920 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2015 Tukwila Business License No.: BUS -0102122 H:\Applications\Forns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Floor: Yes ❑ ..No ARCHITECT OF RECORD Company Name: Sabey Corporation Architect Name: Kara Anderson Address: 12201 Tukwila International Blvd. 4th Fl City:Seattle State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: kara@sabey.com ENGINEER OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Address: 9725 Third Ave NE, Ste. 207 City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: (206) 522-6698 Email: dalek@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: None Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO— 206-431-3670 Valuation of Project (contractor's bid price): $ 387,225 Describe the scope of work (please provide detailed information): Replace approximately 37,000 sq ft of existing roofing Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 12,619,300 ❑.. 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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:\Applications\Fora-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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:\Applications\Fora-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY HAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY : THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ON O' AUTHO' ED /� ENT: Signature: L _ Date: 05/01/2013 Print Name: Rick Delcoure Day Telephone: (206) 277-5237 Mailing Address: 12201 Tukwila International Blvd., 4th Floor Seattle WA 98168 City State Zip H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D13-154 Address: 3333 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 05/03/2013 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: Receipt No.: R13-01637 Payment Amount: $14.98 Initials: JEM Payment Date: 05/16/2013 10:15 AM User ID: 1165 Balance: $0.00 Payee: SABEY CONSTRUCTION, RICK DELCOURE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 651895 ACCOUNT ITEM LIST: Description 14.98 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 10.48 640.237.114 4.50 Total: $14.98 orinro.4• ng_1a_�n1z s • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D13-154 Address: 3333 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 05/03/2013 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: Receipt No.: R13-01518 Initials: WER User ID: 1655 Payment Amount: $2,501.14 Payment Date: 05/03/2013 03:00 PM Balance: $3,852.40 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48882 2,501.14 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,501.14 Total: $2,501.14 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D13-154 Address: 3333 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 05/03/2013 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: Receipt No.: R13-01519 Payment Amount: $3,837.42 Initials: WER Payment Date: 05/03/2013 03:02 PM User ID: 1655 Balance: $14.98 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48882 3,837.42 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 3,837.42 Total: $3,837.42 _1_._.. o......:... nc arin►or• nF_na_9n1s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 DI3 YrO } E,te' Typ of Inspgction: 1L, 10 -6 .Proje N Address: 33 > t - CO �L, n � d-' Date Called: ..---, Special Instructions: r Date Wanted: " - . -� !`3 a.m.. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required. prior to approval. .— COMMENTS: p•P TAA 71 o AAIAPtr pector: e - Date i �. -13 r \ V. r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R iaintenance 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 the responsibility 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, then 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: o 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. o 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 tum 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. o 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. o 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 intemal 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 to be 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.com/roofinq 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 v (°7 gjAqA johns Manville Building Owner: International Gateway East LLC 12201 Tukwila International Blvd. 4th Floor Seattle, WA 98168 Building Name: Providence Pharmacy @IGE -03 3333 S. 120th Pl. Tukwila, WA 98168 Approved Roofing Contractor: Leslie & Campbell Inc. -Union Gap, WA 506 Ahtanum Road Union Gap, WA 98903 Peak Advantage Guarantee PEAK ADUA 1 GE Guarantee Number: BNM157211138 Expiration Date: July 1, 2028_ Job Name: Providence Pharmacy @ IGE - 03 Date of Completion: July 1, 2013 Terms & RHaximum Monetary Obligation to Maintain a Watertight Roofing System. Years: 15 Year $ No Dollar Limit Coverage: The components of the Roofing System covered by this Guarantee are: Total Squares: 400 Membrane Insulation Type Sec. Sqs. Roof Type Spec. Layer 1 Layer 2 Layer 3 1 400 SBS 4FID ENRGY 3 ENRGY 3 Retro -Fit Cover Board Accessories: Type Expand -O -Flash (1) Style: Expand -O -Flash (2) Style: Expand -O -Flash (3) Style: Drains (1) Style: Drains (2) Style: Vents Style: Fascia Style: Copings Style: Gravel Stop Style: Product Name Quantity 0 lin. ft. 0 lin. ft. 0 lin. ft. 0 ea. 0 ea. 0 ea. 0 lin. ft. 0 lin. ft. 0 lin. ft. These Johns Manville Guaranteed components 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 original Building 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 retum 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. RECEIVED CITY OF TU1KWILA MAY 2 4 2013 PERMIT CENTER 14. WHAT TO DO IF YOUR ROOF LEAKS If you should have 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, induding 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 faulty/improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty/improper 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 is not 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 daim 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 Guarantee becomes effective when (1) it is delivered to Owner, and (2) at bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any services/work The Parties agree that any controversy or daims relating to this Guarantee shall be first submitted to mediation under the 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, attorneys' 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. JM 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 extent stated 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: Robert Wamboldt Title: Vice President & General Manager Roofing Systems Group Larry Tate Attomey-in-Fact Addendum(s) - None - J� 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 forest commercial roofmg 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: 1. 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 roofmg 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 roofing 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, Richard Gustin Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922-5922 RECEIVED CITY OF TUKWILA MAY 24 2C3 PERMIT CENTER www.specjm.com gsu@jm.com Roofing Permit Narrative City of Tukwila, FILE C., P�f SABEY Construction The existing roof had been constructed in the early 1980's. Below is a list showing a detailed sequence of roof installation. 1. Remove the existing roof system along with all base flashings to the wood substrate and haul all debris from the site. 2. Nail a single layer of Johns Manville GLASBASE PLUS base sheet. 3. In hot asphalt, furnish & install two (2) Johns Manville Type IV ply sheets. 4. Mechanically fasten two (2) layers of Johns Manville Energy 3 (2.5") rigid insulationwith all joints to be staggered a minimum of 12 inches. (R-15 per layer) Total R value of R30 5. In hot asphalt, furnish & install new Energy 3 tapered crickets between roof drains to promote correct water flow to each roof drain. 6. In hot asphalt, furnish & install a Johns Manville %2" retro -fit cover board. 7. In hot asphalt, furnish & install three (3) Johns Manville Type IV fiberglass ply sheets . 8. In hot asphalt, furnish & install one (1) Johns Manville DynaGlas FR SBS cap sheet in the color of white. 9. Flash all parapet walls, curbs and vent penetrations with a GLASBASE PLUS base sheet and a Dynalastic 180 FR SBS cap sheet. All to be set in solid moppings of hot asphalt. 10. (15y yr) Johns Manville Warranty included. 11. Replace existing scuppers and downspouts Thank you and let us know if you have any questions. Sincerely, Sabey Construction D\3- 159 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 3 2013 IJERMIT CENTER FILE C} PY Permit No. Lt OE & G1#tP&fZl //f/e. PANE 509-153-0071 506 ?WNW A9040 MX: 509-218-7887 UN/ON SAP, k/A 98903 Wei: 't (/ *0910P1 C44. O4//1t I/E,POOw /NC. SUBMITTAL PACKAGE Project Name: Providence Pharmacy T.I. @ I6E-03 Address: 3333 South 120th. Place City/State: Tukwila, Washington 98168 • NEW SBS MODIFIED BUILT UP ROOF SYSTEM • NEW SHEET METAL FLASHINGS & TRIM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 3 2013 PERMIT CENTER 4, TABLE OF CONTENTS PAGE # MATERIAL DISCRIPTION 01 TABLE OF CONTENTS 02 SEQUENCE OF ROOF INSTALLATION 03 JOHNS MANVILLE #4FID SBS SPECIFICATION SHEET 04A/04B JOHNS MANVILLE GLASBASE PLUS DATA SHEET 05 JOHNS MANVILLE ULTRAFAST FASTENERS AND PLATES DATA SHEET 06 JOHNS MANVILLE ENERGY 3 INSULATION DATA SHEET 07 JOHNS MANVILLE ENERGY 3 TAPER DATA SHEET 08A/08B JOHNS MANVILLE 1/2" RETRO -FIT BOARD DATA SHEET 09A/09B JOHNS MANVILLE GLASPLY IV DATA SHEET 10A/10B JOHNS MANVILLE DYNAGLAS FR SBS CAP DATA SHEET 11A/11B JOHNS MANVILLE DYNALASTIC 180 FR SBS FLASHING DATA SHEET 12 PARAPET WALL FLASHING DETAIL 13A/13B CUSTOM BILT METAL DATA SHEET (COLOR: PARCHMENT ) 14 UNITED ASPHALT (TYPE 4) CARTON DATA SHEET Ot SEQUENCE OF ROOF INSTALLATION JOHNS MANVILLE ROOF SYSTEM # 4FID 1. Remove the existing roof system along with all base flashings to the wood substrate and haul all debris from the site. 2. Nail a single layer of Johns Manville GLASBASE PLUS base sheet. 3. In hot asphalt, furnish & install two (2) Johns Manville Type IV ply sheets. 4. Mechanically fasten two (2) layers of Johns Manville Energy 3 (2.5") rigid insulation with all joints to be staggered a minimum of 12 inches. (R-15 per layer) Total R value of R30. 5. In hot asphalt, furnish & install new Energy 3 tapered crickets between roof drains to promote correct water flow to each roof drain. 6. In hot asphalt, furnish & install a Johns Manville %" retro -fit cover board. 7. In hot asphalt, furnish & install three (3) Johns Manville Type IV fiberglass ply sheets . 8. In hot asphalt, furnish & install one (1) Johns Manville DynaGlas FR SBS cap sheet in the color of white. 9. Flash all parapet walls, curbs and vent penetrations with a GLASBASE PLUS base sheet and a Dynalastic 180 FR SBS cap sheet. All to be set in solid moppings of hot asphalt. 10. (15y yr) Johns Manville Warranty included. 11. Replaced existing scuppers and downspouts. �1 • 1110 Johns Manville SBS Asphalt -Applied Specifications D/4FI D/4WD Four -Ply Hot Mopped Modified Bitumen Mineral -Surfaced Roofing System. For use over JM insulation, approved decks or other approved insulations on inclines up to 3" per ft (250 mm/m). Materials per 100 ft2 (9.29 m2) of roof area Primer (If required): Asphalt Primer Intermediate Felts: GlasPly Premier or GlasPly IV Cap: • 4CID—DynaKap T1 or DynaKap FR T1 4FID—DynaGlas, DynaGlas FR or DynaGlas 30 FR 4PID—DynaLastic 180, DynaLastic 180 FR, DynaLastic 250 or DynaLastic 250 FR Asphalt Trumbull®" or other JM -approved asphalt Incline per foot Asphalt Up to W (41.6 mm/m) 190°F (88°C), Type III, Steep %2" to 3" (41.6 to 250 mm/m) 220°F (104°C), Type IV, Special Steep Approximate installed weight: 175. 285 Ib (79.129 kg). h to 1 gal (2 to 411 3 layers 1 layer Total Weight 92 Ib (42 kg) 92 Ib (42 kg) General This specification is for use over any type of approved structural deck which is not nailable and which provides a suitable surface to receive the roof. Poured and precast concrete decks require priming with Asphalt Primer prior to application of hot asphalt This specification is also for use over JM roof insulations, or other approved roof insulations which are not nailable and which provide a suitable surface to receive the roof. Specific written approval is required for any roof insulation that is not supplied by JM. Insulation should be installed in accordance with the appropriate JM insulation specification detailed in the JM Commercial/Industrial Roofing Systems Manual. This specification can also be used in certain re -roofing situations. Refer to the "Re -roofing" section of the JM Commercial/Industrial Roofing Systems Manual. This specification is not to be used directly over gypsum, either poured or precast, or lightweight, insulating concrete decks or fills. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be eligible for a JM Peak Advantage Guarantee. Note: All general instructions contained in the current JM Commercial/ Industrial Roofing Systems Manual shall be considered part of this specification. Flashings Flashing details can be found in Section 3 of the JM CommerciaVlndustrial Roofing Systems Manual. Application On roof decks with slopes up to Si" per ft (41 mm/m), the roofing felts and modified bitumen sheets may be installed either perpendicular or parallel to the roof incline. Roll a 17'1305 mm) wide piece of one of the intermediate felts listed into a full mopping of asphalt Over that, apply one 24" (610 mm) wide. Over both, apply a full width piece. The remaining felts are to be applied full width, overlapping the preceding felts by 242/ (627 mm), so that at least 3 plies of felt cover the substrate at all locations. Non-Nailable Deck or Approved Insulation Asphalt Primer (If required) 11,E2 GlasPly IV GlasPly Premier or 4CID/4FID/4PID Asphalt 4'End Can • (6"for 4PI0) ' End Laps Staggered . '3' Apart (Min.) Apply a full width piece of one of the cap sheets listed into a full mopping of asphalt. Subsequent sheets are to be applied in the same manner, with 4" (102 mm) side and end laps over the preceding sheets (6" [152 mm] end laps for DynaLastic products). Apply all felts so that they are firmly and uniformly set, without voids, into the hot asphalt. Asphalt temperature should be at the Equiviscous Temperature (EVT), t25°F (±14°C), at the point of application. All felt edges shall be well sealed. The asphalt shall be applied just before the felt, at a nominal rate of 23 Ib/100 ft2 (11 kg/9.29 m2). When applying over insulations, more than 23 Ib/100 ft2 (11 kg/9.29 m2) of asphalt may be needed due to the absorbency of the insulation. For modified bitumen sheets, the asphalt temperature shall be -at a minimum of 400°F (204°C) when the sheet is set into it This higher temperature maximizes the bonding of the modified bitu- men sheet Cap sheets with polyester reinforcement must be allowed to relax in an unrolled position prior to installation. For cold weather application techniques, refer to Paragraph 24.0 of Section 3d. Steep Slope Requirements Special procedures are required on inclines over 1/2" per foot (41 mm/m). Refer to Paragraph 21.0 of Section 3d. Surfacing No additional surfacing is required. Asphalt Asphalt should meet the requirements of ASTM D 312. JM guarantees require the use of Trumbut® asphalt or another JM -approved asphalt. Note: For the most current information on general guidelines, please refer to the System Considerations tab under Systems Introduction & Selection on the JM Roofing Web site. For specifications, flashing details and general installation information please refer to the System Application tab. Trumbull is a registered trademark of Owens Corning. Refer to the Material Safety Data Sheet and product label prior to using this product. RS -4192 11.12(Replaces 5-11) JAM Johns Manville GlasBase° Plus Fiber Glass -Reinforced, SBS Modified Bitumen Base or Ply Sheet Meets the requirements of ASTM D 4601, Type II Features and Components GlasBase Plus is intended to be used as a base sheet in built up roofing or as a base or intermediate ply in modified bitumen systems. SBS (Styrene -Butadiene -Styrene) Synthetic Rubber and High Quality Asphalt Blend: Brings elasticity and flexibility to the sheet; lays flat virtually eliminating wrinkles resulting in fast, efficient applications. Fully -Coated Mat: No pinholes prevent asphalt bleed -through, eliminating splitting problems associated with excessive membrane attachment to nailable decks. Excellent nail retention properties and resistance to uplift forces. Virtually eliminates wrinkling, resulting in fast, efficient applications. Non Porous Composition: Allows the product to be used as a ply sheet in systems that employ cold process mastics such as JM BUR Adhesive. Fiber Glass Reinforcement Mat Low moisture, excellent dimensional stability and resistance to rot make it an ideal replacement for organic base sheets. Provides a solid dimensionally stable substrate for other roofing membrane components. Surfacing: Fine mineral parting agent System Compatibility Please refer to the specific JM Specification sheets for details. ar Compatible with the selected Multi -Ply systems above Key. HA'. Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered HA CA APP :• SBS HA CA HW Fine Mineral Parting Agent Styrene -Butadiene -Styrene and Asphalt Blend 713 LA ii, Compatible with the selected Single Ply systems above' MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Fiber Glass Mat Reinforcement Fine Mineral Parting Agent Component Membrane Mut -Ply ` Single Ply Type BS Base Sheet FS Ply Sheet 'Suitable as an intermediate ply in hot asphalt applied hybnd PVC fleece back membrane systems. Energy and the Environment Pre -Consumer Recycled:Content OBD Post -Consumer Recycled Content Peak Advantage® Guarantee Information Systems Dependent on system Guarantee Term Up to 30 years 'Contact JM Technical Services for specific systems or terms. Codes and Approvals APPROVED IIIAMLOADE COUntrif Mtonti-Dodo County Product Control Approv.d Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. Installation/Application Hot Asphalt Cold Applied Mechanically Fastened Refer to JM BUR application guides and detail drawings for instructions. Packaging and Dimensions Roll Size 36" x 106' (914 mm x 32.31 m) Roll Coverage •• 319 ftt (29.64 mt) Roll Weight 85 Ib (38.6 kg) This is a standard product in Region 3 only. RS -2023 3-13 (Replaces 11 084A Johns Manville GlasBase° Plus Fiber Glass -Reinforced, SBS Modified Bitumen Base or Ply Sheet Meets the requirements of ASTM D 4601, Type 11 Tested Physical Properties Physical ASTM PropertiesTestMethod Breaking Strength @ 73.4° F, (min) (Ibf/in) Standard - asBase Plus • Tyie-Ir Longitudinal (with fiber grain) D 146 a 44 76 Transverse (across fiber grain) D 146 a 44 52 Pliability at 77° F (pass/fail) 90° around 1" mandrel @ 77° F, (pass/fail) D4601 No Failures f Pass Performance' Net Dry Mass - Coated Sheet, (min) (Ib/100ft2) Individual Roll D 228 a 14.5 26.3 Mass per Area of Desaturated Glass Felt (Ib/100ft2) D 228 a 1.7 1.9 Moisture at Point of Manufacture, (max) (%)' D 146 s 1.0 0.3 Surfacing and Stabilizer, (max) (%) D 228 s 65 62 Asphalt, (min) (Ib/100ft2) D 228 a 7.0 9.4 Ash - glass mat only, (%) D228 70-88 74 t C O Unrolling ®40° F and 140° F, (pass/fail) D 4601 No Damage Pass 1. Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (8001922-5922 or on the Web at www.jm.com/roofing. RS -2023 3-13 (Replaces 11-08) 04� Johns Manville UltraFast® Fasteners and Plates Case -Hardened Steel, Polymer -Coated Fasteners, Galvalume® Metal and Locking Plastic Plates Features and Components The UltraFast Fastener is a #12, case-hardened steel, polymer -coated fastener with a buttress thread design that provides maximum pullout values and minimizes fastener backout. Available with either a #3 Philips head or a V4" (6.35 mm) hex head. The drill point is designed for quick installation in new or re -roof applications, and provides exceptional drilling capability in higher tensile decks. The UltraFast Locking Plastic Plate prevents fastener pop-up. Use: Insulation Material: Fasteners — Case -Hardened Steel, Polymer -Coated Plates — Galvalume®*-Coated Steel or High Strength Polypropylene Gauge: #12 Head: #3 Phillips Head or Y4" (6.35 mm) Hex Head Plates: 3" (7.62 cm) Round Locking Plastic and Round or Square Metal Colors: Blue (fasteners), Grey (metal plates), Blue (plastic plates) Deck Types: Wood or 18 - 24 gauge (1.25 mm - 0.51 mm) Metal Galvalume is a registered trademark of BIEC International. Inc and some of os licensed producers. System Compatibility Please refer to the specific JM Specification sheets for details. a Use to fasten Insulation in all Multi -Ply systems BUR ..-. CA APP '•. -CA HA SCA HW. SA Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable #3 Phillips Head Ye" Hex Drive #12, Case -Hardened Steel, Polymer -Coated Fasteners with drill point. Locking Plastic Plate E:: r.m Use to fasten Insulation in the selected Single Ply systems above Galvalume-Coated Steel Plates PVC, Component F Fastening Type Insulation MCId-Ply Sngle Pty EPDM RIF SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Recycled Content - This steel based product contains a minimum of 25% post consumer recycled materials by weight Peak Advantage® Guarantee Information Systems Approved to use with any Peak Advantage Guarantee Codes and Approvals* APPROVED MlAPPOADE COUNTY t9 Mist Ce county Product Control Approved 'Fastener approvals are based on system approvals Refer to the Material Safety Data Sheet and product label prior to using this product. Material Safety Data Sheets are available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. Installation/Application Refer to the application instructions guidelines for proper utilization of this product. Packaging and Dimensions Fastener Sizes ' Quantity/Container 1W to 8" (4.13 cm to 20.32 cm) (1) #3 Phillips bit in each pail (1) Y4" (6.35 mm) hex head bit per 3 pails 1,000/pail Plate Sizes'; Quantity/Container 3" Metal Round or Square, 1,000/pail 3" Plastic Round, 1,000/pail 1,000/pail Producing Locations*... Agawam, MA and Itasca, IL `The point of manufacture for fasteners and plates varies depending on the specific part. Call your local JM sales professional for assistance. RS -7099 1-13 (Replaces 11-10) v / .4- ai17 Johns Manville ( 14111K- ENRGY 3� Description ENRGY 3 is a rigid roof insulation board composed of a closed cell polyisocyanurate foam core bonded in the manufacturing process to universal fiber glass reinforced facers. ENRGY 3 utilizes an environmentally compliant blowing agent con- taining pentane hydrocarbon to enhance the thermal performance of the foam insulation. This hydrocarbon has zero ozone depletion potential and conforms to the Montreal Protocol established in 1987. ENRGY 3 meets the physical property requirements of ASTM C 1289, Type II, Class 1, Grade 2 and CAN/ULC 5704, Type 2, Class 3. ENRGY 3 specialty products are also available as tapered panels, precut miters and precut crickets. Use ENRGY 3 provides high thermal insulation value over metal, nailable and non-nailable roof decks in built-up, modified bitumen and single ply membrane roofing systems. It may be applied using hot bitumen, cold adhesives or mechanical fasteners. The universal facer on both the top and bottom provides a suitable surface for mechanical attachment to a structural deck as well as a suitable surface to apply hot asphalt or cold adhesives. ENRGY 3 is rated in FM Global® fire - and wind -resistant systems for BUR, modified bitumen and single ply systems in specific constructions. It has been classified by UL® as an approved roof insulation in many Class A roof constructions and Roof/Ceiling hourly fire -rated assemblies, and is classified by Underwriters' Laboratories of Canada. JM supports NRCA Bulletin #9 in recommending that a cover board of Fesco® Board or lh" (1.27 cm) Retro -Fit" Board be installed over foam insulations in hot bituminous membrane systems. Energy and the Environment Producing Locations Bremen, IN Fernley, NV Jacksonville, FL Cornwall, ONT Hazleton, PA Advantages • High thermal efficiency • Universal facer that is compatible with BUR, modified bitumen and single ply membrane systems • Complies with EPA, CEPA and Montreal Protocol requirements • Meets Clean Air Act Amendments of 1990 • Third -party certification with the PIMA Quality Mark' for Long -Term Thermal Resistance (LTTR) values • Potential LEED points Sizes ENRGY 3 is available in 4' x 4' (1.22 m x 1.22 m) or 4' x 8' (1.22 m x 2.44 m) boards (other sizes available by special request) and in thick- nesses of 1.0" (2.54 cm) to 4.0' (10.16 cm). Some sizes are special order with minimum order quantities. Contact your JM sales representative for details. For Use over Metal Decks The minimum thicknesses of ENRGY 3 and ISO 3 insulation over metal decks are as follows: Width of Upto2%" Upto3%" Upto4%" Rib Opening (6.67 cm) (8.57 cm) (11.11 cm) Thickness 1.0" (2.54 cm) 1.2" (3.05 cm) 1.3" (3.30 cm) of Insulation (Minimum) Typical Physical Properties Values Test Method Water Absorption <1.0% max ASTM C 209 Dimensional Stability Change <2% ASTM D 2126 Compression Resistance* 10% Consolidation -psi (kPa)....•20 (138) min ASTM D 1621 Moisture Vapor Permeance <1 perm ASTM E 96 57.5 ng/(Pa•s•m2) Service Temperature -100°F - 250°F (-73°C - 121°C) Tensile Strength-psf (kPa) 730 (35) nom ASTM D 1623 ' Also available in 25 psi (172 kPa). Refer to the Material Safety Data Sheets and product labels prior to using this product. Product Data Standard Thickness (nom.) LTTR R -Value" Recycled Content"" in. mm (hr•ft2•1)BTU m2.0C/W Pre -Consumer Post -Consumer Total 1.0 25 6.0 1.1 13.7 26.4 40.1 1.5 38 9.0 1.6 11.8 19.1 30.9 1.7 43 10.3 1.8 11.3 17.4 28.8 2.0 51 12.1 2.1 10.9 15.8 26.7 / 2.3 58 14.0 2.5 10.2 13.3. 23.6 ft 2.5 64 15.3 2.7 10.1 12.9 23.1 2.8 71 17.2 3.0 9.8 11.9 21.7 3.0 76 18.5 3.3 9.7 11.3 21.1 3.1 79 19.1 3.3 9.7 11.0 20.6 3.3 84 20.4 3.6 9.5 10.5 20.0 4.0 102 25.0 4.4 9.1 8.7 17.8 'The Long -Term Thermal Resistance (LT'TR) values were determined in accordance with CAN/ULC S770 at 75°F (24°C). The ultimate R -Value of these products will depend on individual installation circumstances. "Value represents average results. RS -5137 3-13 (Replaces 10-12) 00 Johns Manville ail"! Tapered ENRGY 3° Description Tapered ENRGY 3 is rigid roof insulation board composed of a closed cell polyisocyanurate foam core bonded in the foaming process to universal fiber glass -reinforced facers. Tapered ENRGY 3 is designed for direct application to steel and other roof decks to promote positive drainage. Tapered ENRGY 3 meets the material requirements of ASTM C 1289, Type II, Class 1, Grade 2 and CAN/ULC S704, Type 2, Class 3. Tapered ENRGY 3 is also available as precut miters and precut crick- ets. Use Tapered ENRGY 3 provides high thermal insulation value over metal, nailable and non-nailable roof decks in built-up, modified bitumen and singleply membrane roofing systems. It may be applied using hot bitumen, cold adhesives or mechanical fasteners. The universal facer on the top and bottom side provides a suitable surface for mechani- cal attachment to a structural deck as well as a suitable surface to apply hot asphalt or cold adhesive. Tapered ENRGY 3 is the ideal insulations for both new construction and re -roofing where ponding water or positive slope is a concern. Tapered ENRGY 3 has been rated in FM 1A-60 and 1A-90 fire and wind -resistant systems for BUR, modified bitumen and single ply sys- tems in specific constructions. It has been classified by Underwriters Laboratories Inc. as an approved roof insulation in many Class A roof constructions and Roof/Ceiling hourly fire -rated assemblies. It also has been classified by Underwriters' Laboratories of Canada. JM supports NRCA Bulletin #9 in recommending that a cover board of Fesco® Board or 1/2" (1.27 cm) Retro -Fit' Board be installed over foam insulations in hot bituminous membrane systems. Advantages • High thermal efficiency • Universal facer that is compatible with BUR, modified bitumen and single -ply membrane systems • Complies with EPA requirements • Meets Clean Air Act Amendments of 1990 Typical Physical Properties'' Values Test Method Water Absorption, % by Volume — 2 hours <1.0 max. ASTM C 209 Dimensional Stability Change: 7 days @ 158°F (70°C), 90-100% RH Lengthwise <2% ASTM D 2126 Crosswise <2% Compression Resistance** 10% Consolidation—psi 20 nom. (138 kPa) ASTM D 1621 Product Density—pcf 2.0 nom. (32 kg/m3(._._._ASTM C 209 Moisture Vapor Transmission*** <1 perm ASTM E 96 57.5 ng/(Pa•s•ma) Service Temperature -100°F - 250°F (-73°C - 121°C) "As measured on ENRGY 3 root insulation. "Also available in 25 psi (172 kPal. "'Foam core only. Profiles 1.0" 1.75" 25" 3.25' 40' 4.75" 55" JK 15 L M J, K, 5 6 3n6" SLOPE `�-116" J K L M 3" FILLER 05" 1.5' 25" 35" 45" 5.5" X Y Z X, 7, 4e stm Y X Y 3"FILLER Sizes Tapered ENRGY 3 is available in 4' x 4' (1.22m x 1.22 m) panels in thick- nesses of 1/2" (1.27 cm) minimum to 4" (10.16 cm) maximum in a single layer. Available slopes are '/16", %','/e', 1/4" and 12' per foot (5.2, 10.4, 15.6, 20.8 and 41.6 mm/m). lA 15 1 2 3 4 5 6 1, 2, `�-116" ---�V16' SLOPE 5LOPE'--�`- AAA 6 C D F 3' FILLER 1 2 1A 15 1 2 3 4 5 6 15" FILLER AAADCDEF 4, 6, `�-116" SLOPE AAA 6 C D F 3' FILLER Refer to the Material Safety Data Sheets and product labels prior to using this product. RS -5171 10-12 (Replaces 3-11) n 4 7 Johns Manville 1/2" Retro -Fits" Board Perlite-Based Cover Board Meets the requirements of ASTM C 728, Type 2 Features and Components Toploc® Coating: Top surface is sealed with this special coating to reduce excessive asphalt absorption in hot -asphalt applied roofing systems. Expanded Perlite: Provides good dimensional stability, excellent insulation value with stable R -value and fire resistance. Reinforcing Cellulosic Fibers: Consists of recycled newsprint to provide strength to the board as well as high recycled content. JM utilizes third party certification by UL® Environment to certify the recycled content and contributes to the LEED® Materials and Resource (MR) credit 4. Hot Asphalt Friendly: Utility board for use as a divorcing layer in re -roofing and in new construction as a top layer in multi -layer insulation systems proven to reduce the tendency for blistering in hot asphalt applications. System Compatibility Please refer to the specific JM Specification sheets for details. a. - BUR SBS., Compatible with the selected Multi -Ply systems above TopLac® Coating �N7 Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted • Expanded Perlite • Reinforcing Cellulosic Fibers • Selected Binders Componem B Ewer Board Mule -Ply Type PL Padua LT lrnv Thermal Do not use in Single Ply systems Energy and the Environment LEED® Recycled Content 39% average For post and pre -consumer recycled content percentages, visit the W Retro -Fit Board product page on the JM roofing Web site. ENVIRONMENTAL CLAIMS VALIDATION 1/2" Retro-Rr Board contains an average of 39% recycled content. Peak Advantage® Guarantee Information Systems Guarantee Term' When used in most 2-5 ply BUR and SBS systems. 10,15 or 20 years *Contact JM Technical Services for specific systems or terms over 20 years. Codes and Approvals Miami-0ada County Rocha Control Apy,00 d Refer to the Material Safety Data Sheet and product label prior to using this product Installation/Application (t) 'HotAsphalt Cold Applied Urethane Mechanically Adhesive Fastened Refer to the Application Guides and Detail Drawings for instructions. Packaging and Dimensions Size 2'x4' (0.61mx1.22m) 4'x4' (1.22mx1.22m) 4'x8' (1.22 m x 2.44 in) Thickness : %i (1.27 cm) Board Weight (lb) 2.2 4.4 8.9 Ft'/Pallet 1,536 1,536 3,072 Boards/Pallet 192 96 96 Pallet Weight (lb 1' . 850 850 1,650 Pallets per Truck* 48 48 24 Producing Location Rockdale, IL Assumes 48' flatbed truck. RS -5047 1-13 (Replaces 4-121 DSA Johns Manville -411 %" Retro -Fits" Board Perlite-Based Cover Board Meets the requirements of ASTM C 728, Type 2 Test' Y ASTM'iz Retro Fit Boarr d= •Board Density, pcf (kg/m3) C 209 12(192) T Stren h � Compressive Strength, psi (kPa) 5% Consolidation 10% Consolidation C 165 35 (241) 50 (345) Laminar Tensile Strength, psi (kPa), min. C 209 4.9 (34) Flexural Strength, psi (kPa) C 203 60(414) y •o 2 Water Absorption, % by vol (2 hr), max. C 209 3.5 Installation Linear Expansion, % max. C 209 0.5 Flute Span, in. E 661 Weight per ft', Ib NA 0.6 Thermal Performance 1/2 13 Nominal RrValue (Resistance) Ihr•tt''°F)/BTU ; mz C/W , 1.32 0.23 Test Flame Spread Smoke Developed :-ASTM. E 84 E 84 $x"Retro;FitB a'rd` 30 20 Refer to the Material Safety Data Sheet and product label prior to using this product. RS -5047 1-13 (Replaces 442) � D GIasPIy® IV Johns Manville Fiber Glass -Reinforced, Asphalt -Coated Ply Sheet IV Material meets the requirements of ASTM D 2178, Type IV Features and Components GIasPIy IV is intended for use as an interply in any built up roofing or modified bitumen roofing system. Excellent Porosity: Easy to handle, lays flat, minimizes workmanship - related problems such as fishmouths, wrinkles and ridges. Allows the product to readily accept hot asphalt and disperses it throughout the entire felt, to stabilize asphalt after cooling. Asphalt Impregnated, Fiber Glass Reinforcement Mat: Offers consistent tensile strength and tear resistance. Low moisture, excellent dimensional stability and resistance to rot make it an ideal replacement for organic ply sheets. Provides a solid dimensionally stable substrate for other roofing membrane components. Laying Lines: Before the product is wound into rolls, it is imprinted with laying lines on the top surface so the roofing mechanic can install the felt with the proper exposure and provide the correct number of plies. Surfacing: Liquid parting agent eliminates sticking when the felt is unrolled. Fiber Glass Reinforcement Waterproof Asphalt System Compatibility Please refer to the specific JMSpecification sheets for details. a yp. fN, 'BUR ,APPS' SBS IT A HW ELV HW Compatible with the selected Multi -Ply systems above Key: Liquid Parting Agent Compatible with the selected Single Ply systems above" Componem Ij Membrane Multi -Pty Single Pty TYPe Pry Sheer HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted 'Suitable as an intermediate ply in hot asphah applied hybrid PVC fleece back membrane systems. Energy and the Environment Pre -Consumer Recycled Content:--. 0% Post -Consumer Recycled Content 0% Peak Advantage® Guarantee Information Systems Guarantee Term Dependent on system Up to 20 years 'Contact JM Technical Services for specific systems or terns. Codes and Approvals „sslfrse 0_ APPROVED MIAMIOADE COUNTY Mhm®wny Product contra Apporod • See the UL Roofing Materials and Systems Directory for acceptable Class A, B or C roof constructions employing GIasPIy IV. Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.coMroofing. Installation/Application Hot Asphalt • When installed over nailable decks, a fiber glass base sheet such as PermaPly 28 is typically used as the first ply and is usually mechanically fastened to the deck. Subsequently, layers of GIasPIy IV are set in hot asphalt to "build up" the applicable number of plies. Non-nailable decks and approved insulations usually have multiple layers of GlasPly IV adhered directly to them with hot asphalt. • "Brooming-in" is not necessary, but use of a squeegee after laying in hot asphalt will help ensure full contact is made with the asphalt. • Refer to JM BUR application guides and detail drawings for instructions. Packaging and Dimensions Roll Size 36' x 177' (914 mm x 53.95 m) Roll Coverage (net) 500 ft2 (46.45 m1) Roll Coverage (gross) 531 ft2 (49.33 m2) Roll Weight (nom) 32.9 Ib (14.9 kg) RS -2073 3-13 (Replaces 1-121 °°1frt Johns Manville ail 7 GIasPIy® IV Fiber Glass -Reinforced, Asphalt -Coated Ply Sheet IV Material meets the requirements of ASTM D 2178, Type IV Tested Physical Properties * ASTM: r Physical Properties._ ;TestMetfiod Standard GIasPIy IV y. Breaking Strength © 73.4° F, (min) (Ibf/in) Longitudinal (with fiber grain) 0 146 a 44 64 Transverse (across fiber grain) D 146 a 44 59 Pliability Longitudinal (with fiber grain) D 2178 No Failures Pass. Transverse (across fiber grain) D 2178 No Failures Pass Performance , l Net Dry Mass - Asphalt Glass Felt, (Ib/100ft2) — Individual Roll D 228 a 6.0 6.6 Mass per Area of Desaturated Glass Felt, (lb/100ft2) D 228 a 1.7 1.85 Moisture at Point of Manufacture, (max) 1%1— As Received D 146 s 1.0 0.6 Bituminous Saturant (Asphalt), (lb/100W) D 228 a 3.0 4.3 Ash, (%) D 228 70 — 88 76 0 o. W -. Unrolling © 50° F and 140° F, (pass/fail) D 2178 No Damage Pass Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.conVroofing. RS -2073 3-13 (Replaces 1-12) V 1 Johns Manville DynaGlas® FR Fire -Retardant Fiber Glass -Reinforced SBS Mineral -Surfaced Cap Sheet Meets the requirements of ASTM D 6163, Type 1, Grade G. Features Ceramic -Coated Roofing Granules: Specifically engineered for optimal embedment in the SBS -blend sheet. The ceramic coating promotes excellent long-term adhesion. Granules are available in White, Black and Tan (Black and Tan may require extended lead times). High -Quality SBS Rubber and Asphalt Blend: Lends elasticity and flexibility to the sheet and contains fire -retardant additives. The thicker JM SBS coating provides more waterproofing value. Ceramic -Coated Roofing Granules SBS/Asphalt Fiber Glass Reinforcement Mat: Offers excellent dimensional Waterproofing stability and tensile strength and withstands differential movement. Because it has no thermal memory less time is needed to relax the sheet, allowing for ease of installation. The fiber glass mat also has good lay -flat characteristics, contributing to better aesthetics. Fine Mineral Parting Agent Fiber Glass Reinforcement Energy and the Environment *Standard White granule only Packaging and Dimensions Roll Coverage Initial 3-YearAged Reflectivity* (ASTM C 1549) 0.29 0.27 Emissivity* (ASTM C 1371) 0.88 0.84 Solar Reflectance Index* (SRI) - E 1980 30 25 Postconsumer Recycled Content 0% Preconsumer Recycled Content 0% *Standard White granule only Packaging and Dimensions Roll Coverage 95.8 ft2(8.9 m2) Roll Length 32' 10" (10.01 m) Roll Width 393/s" (1 m) Rolls per Pallet 20 Pallet Weight 2,1301b (966 kg) Pallets per Truck* 22 Producing Locations Macon, GA Plattsburgh, NY South Gate, CA *Assumes flatbed truck. Peak Advantage Guarantee Information Systems Guarantee Term When used in most 2to 5 plyJM SBS systems.* 10,15or20years *ContactJM Technical Services for specific systems or te msover 20years. Refer to the Material Safety Data Sheet and product label prior to using this product. Installation Hot Asphalt Cold Applied • May be installed in Type III or Type IV asphalt or in an approved adhesive • Laps may also be installed using heat -welding techniques • For application in hot asphalt, Type III or Type IV asphalt should be used for slopes under 1/2" per foot and only Type IV asphalt should be used for slopes from 12" to 3" per foot (41.6 to 250 mm/m) • For adhesive application, see specific approvals for slope limitations Codes and Approvals RS -4104 1-12 (Replaces 5-08) toh 1"M Johns Manville DynaGlas° FR Fire -Retardant Fiber Glass -Reinforced SBS Mineral -Surfaced Cap Sheet Meets the requirements of ASTM D 6163, Type 1, Grade G. Tested Physical Properties PhysicatProperties ` > l II ASTMTestMethod.�f D 5849 JTestMethod1 ASTM. D5147 i Standard for ASTM D 6163 Type1 Grade :G(Mln) _; 351bf(156 N) _ _ DynaGlas FR MD* . 1001bf(445N) XMD** 901bf(400N) r 12 6 b '1' Tensile Tear Peak Load at0°F (-18°C) D 5147 70 Ibf/in. (12.3 kN/m) 130 Ibf/in. (22.8 kN/m) 100 lbf/in. (17.5 kN/m) Peak Load at73.4°F(23°C) D 5147 30 Ibf/in. (5.3 kN/m) 70 Ibffin. (12.3 kN/m) 50 lbf/in. (8.8 kN/m) . 3 , Low Temp. Flexibility Unconditioned D5147 0°F( -18°C) -10°F( -23°C) 90 -Day Heat Conditioned 05147 0°F (-18°C) -10°F(-23°C) Compound Stability D5147 2151(102°C) 250°F(121°C) Granule Loss D4977 2g(0.07oz) 0,7g(0.02oz) Thickness D5147 95mil (2.4mm) 157 mil (4.0 mm) Selvage Edge Thickness D 5147 N/A 122 mil (3.1 mm) Elongation at Peak Load at0°F(-18°C) D 5147 1% 5% 5% Elongation at Peak Load at73.4°F(23°C) D 5147 2% 4% 4% Ultimate Elongation at 73.4°F (23°C) D 5147 3% 50% 55% 0 € m d en Q 90 -Day Heat -Conditioned Peak Load at0°F(-18°C) D 5147 70 Ibf/in. (12.3 kN/m) 135 Ibf/in. (23.6 kN/m) 100113f/in. (17.5 kN/m) 90 -Day Heat -Conditioned Elongation at Peak Load at 0°F (-18°C) D 5147 1% 5% 4% 90 -Day Heat -Conditioned Peak Load at 73.4°F (23°C) D5147 301bf/in.(5.3kN/m) 100 Ibf/in. (17.5 kN/m) 75 Ibf/in. (13.1kN/m) 90 -Day Heat -Conditioned Elongation at Peak Load at 73.4°F (23°C) D 5147 2% 4% 4% 90 -Day Heat -Conditioned Ultimate Elongation at73.4°F(23°C) D 5147 3% 5% 6% o 22 Dimensional Stability D 5147 0.5% 0.1% 0.1% Net Mass per Unit Area D146 65 Ib/100ft, (30kg/9.29m2) 941b/100 ft2 (43 kg/9.29 m2) Roll Weight D 146 N/A 1021b (46 kg) *MD=Machine Direction **XMD = Cross -Machine Direction Note: All data represents tested values. Supplemental Testing W 1 Physical Properties Initial ` > l II ASTMTestMethod.�f D 5849 Standard forASTM D 6163 I! Type 1 Grade G. (Min) jl N/A DynaGlas FRS Result.. Pass at 500 cycles* Cyclic Joint Displacement After90-Day Heat Conditioning per ASTM D 5147 D 5849 N/A Pass at 200 cycles* After 180 -Day Heat Conditioning per ASTM 13 5147 D 5849 N/A Pass at 200 cycles* *When adhered to DynaBase in hot asphalt. Refer to the Material Safety Data Sheet and product label prior to using this product RS -4104 1-12 (Replaces 5-08) Ana AV Johns Manville DynaLastic®180 FR Fire -Retardant Polyester -Reinforced SBS Mineral -Surfaced Cap or Flashing Sheet Meets the requirements of ASTM D 6164, Type 1, Grade G. Features Ceramic -Coated Roofing Granules: Specifically engineered for optimal embedment in the SBS -blend sheet. The ceramic coating promotes excellent long-term adhesion. Granules are available in White, Black and Tan (Black and Tan may require extended lead times). High -Quality SBS Rubber and Asphalt Blend: Lends elasticity and flexibility to the sheet and contains fire -retardant additives. The thicker JM SBS coating provides more waterproofing value. Ceramic -Coated Roofing Granules SBS/Asphalt Polyester Reinforcement Mat: 180 g/m2 polyester mat with Waterproofing bidirectional glass -scrim reinforcement offers robust tear strength and puncture resistance, allowing for high wind performance and excellent hail rating. The sheet also exhibits strong dimensional stability and enhanced elongation. Fine Mineral Parting Agent Polyester Mat Reinforcement Energy and the Environment "Standard White Granule only Packaging and Dimensions Roll Coverage Initial ' 3 -Year Aged Reflectivity* (ASTM C 1549) 0.28 0.27 Emissivity* (ASTM C 1371) 0.88 0.84 Solar Reflectance Index*(SRI)-E 1980 29 25 Postconsumer Recycled Content 0% Preconsumer Recycled Content 0% "Standard White Granule only Packaging and Dimensions Roll Coverage 95.3 ft2(8.9 m2) Roll Length 32' 10'00.01 m) Roll Width 393/8'11m) Rolls per Pallet 20 Pallet Weight 2,198 Ib (997 kg) Pallets per Truck* 22 Producing Locations Macon, GA Plattsburgh, NY South Gate, CA 'Assumes flatbed truck. Peak Advantage Guarantee Information Systems Guarantee Term When used in most 2to 5 ply JM SBS systems.* 10,15 or 20 years *Contact JM Technical Services for specific systems orte ms over 20 years. Refer to the Material Safety Data Sheet and product label prior to using this product Installation Hot Asphalt Cold Applied • May be installed in Type III or Type IV asphalt or in an approved adhesive • Laps may also be installed using heat -welding techniques • For application in hot asphalt, Type III or Type IV asphalt should be used for slopes under W per foot and only Type IV asphalt should be used for slopes from Y' to 3" per foot (41.6 to 250 mm/m) • For adhesive application, see specific approvals for slope limitations Codes and Approvals M jIDIIDE COUNT( Miami-Dodo ConControla Productounty Control Anwar o b RS -4t07 1-12 (Replaces t2-08) 11A a 6111747 Johns Manville DynaLastic° 180 FR Fire -Retardant Polyester -Reinforced SBS Mineral -Surfaced Cap or Flashing Sheet Meets the requirements of ASTM D 6164, Type 1, Grade G. Tested Physical Properties Strength ical Properties Tensile Tear ASTM;. i' 'ASTM 05147 Standard forASTM D 6164, �_ Type 1,Grade G.(Mm.) . 551bf(245 N) DynaLas 1c 180 F _ XMD** 901bf(400N) M0* i 125 Ibf(556N) Peak Load at0°F(-18°C) D 5147 70 lbf/in. (12 kN/m) 110 lbf/in. (19.3 kN/m) 90 lbf/in. (15.8 kN/m) Peak Load at73.4°F(23°C) D 5147 501bf/in. (8.8 kN/m) 80 lbf/in. (14.0 kN/m) 60 lbf/in. (10.5 kN/m) k 0 Low Temp. Flexibility Unconditioned D5147 0°F( -18°C) -20°F( -29°C) 90 -Day Heat Conditioned D 5147 0°F( -18°C) -20°F (-29°C) Compound Stability D 5147 215°F(102°C) 250°F (121°C) Granule Loss D 4977 2 g (0.07 oz) 0.7 g (0.02 oz) Thickness D5147 130mil (3.3mm) 157mil (4.0mm) Selvage Edge Thickness 05147 N/A 119 mil (3.0 mm) Elongation at Peak Load at0°F(-18°C) 05147 20% 35% 40% Elongation at Peak Load at73.4°F(23°C) D 5147 35% 55% 60% Ultimate Elongation at73.4°F(23°C) D 5147 38% 70% 80% Aged Performance 90 -Day Heat -Conditioned Peak Load at0°F(-18°C) 05147 70 lbf/in. (12 kN/m) 110 lbf/in. (19.3 kN/m) 90 Ibf/in. (15.8 kN/m) 90 -Day Heat -Conditioned Elongation at Peak Load at0°F (-18°C) 0 5147 20% 25% 25% 90 -Day Heat -Conditioned Peak Load at 73.4°F (23°C) 05147 50 lbf/in. (8.8 k N/m) 85 lbf/in. (14.9 kN/m) 65Ibf/in.(11.4kN/m) 90 -Day Heat -Conditioned Elongation at Peak Load at73.4°F(23°C) 0 5147 35% 35% 45% 90 -Day Heat -Conditioned Ultimate Elongation at73.4°F(23°C) D 5147 38% 45% 45% o co 2 Dimensional Stability D 5147 1.0% 0.2% 0.1% Net Mass per Unit Area D 146 75 Ib/100ft' (34kg/9.29m2) 93Ib/100ft2(42kg/9.29m2) Roll Weight D 146 N/A 101 Ib (46 kg) M0 Machine Direction **XMD = Cross -Machine Direction Note: All data represents tested values. Supplemental Testing Physical Properties Cyclic Joint Displacement— Initial 1, Standard for ASTM D 6164, i DynaLastic 180 FR ASTMTestMethod [ Type GradeG(Min 1 j1 Result D 5849 N/A Pass at 500 cycles* *When adhered to DynaLastic 180 S in hot asphalt Refer to the Material Safety Data Sheet and product label prior to using this product RS -4107 1-12 (Replaces 12-08) vro, l 14f,1W ZFa. '1r Gopi mac-, tnt f g.° t-A'A4-;D! g h 4EAM`? �'. 10' o. -. Tt) Nt-AtLkt vitha&I 114 WOGt lk (Goi-off ; flkRc.µM T) aid Wort, -r/A17 f3y t1' 4 T. MrW -x4F-A p A w (gri 4041 it ) IN Vcl 61;17 TA oen-ee CvN Imo! .z-70T�1o1 i.I:��-; • U.� I,. 5'}/ WO - IOW 241. tor fiAKft ASGtA To MA1'14 l ti 2.4 �►I`ais2 SVL-. n..Ma?h /-iv gsi - 1Gjaa0g 1•1Aii,Gi<<i 13' Vii .% 1,0J'', X 1TG, ,6 A4 r4t ,l.li t4t2 w&()P gives -f1,16 APC: i [6 0- of 10 McA' fit/Not VI VIA- t,PT MVA C4151416.fLc i7V �CDINkt If %��it•It a t k - PROPOSED PERIMETER PARAPET WALL FLASHING DETAIL PROJECT NAME: PROJECT NUMBER: ADDRESS: CITY / STATE: Sabey — Providence Pharmacy T.I. 3333 120Th. PLACE TUKWILA, WA. APPROVED BY: APPROVED DATE: SCALE: NOT TO SCALE DATE: DRAWING NO: DRAWN BY: JANUARY( y7, 2013 ROGER CAMPBELL LESLIE & CAMPBELL INC. (f.k.a.) DAN LESLIE ROOFING INC. Regal White SR -71.61 E-.86 SRI -87 Sand Beige SR -56.20 E-.85 SRI -65 STANDARD COLORS Parchment SR -54.10 E-.86 SRI -63 Sierra Tan SR -48.01 E-.87 SRI -55 Old Towne Gray SR -40.31 E-.85 SRI -44 Storm Gray SR -29.68 E-.84 SRI -29 Zinc Gray SR -33.24 E-.85 SRI- 34 Midnight Bronze SR -28.90 E-.84 SRI -28 Weathered Copper SR -33.50 E-.85 SRI -34 Musket SR -30.10 E-.85 SRI -30 Redi-Mix Red SR -40.80 E-.84 SRI -44 Colonial Red SR -36.60 E-.86 SRI -39 Burgundy SR -29.58 E-.86 SRI -30 Terra Cotta SR -39.37 E-.87 SRI -43 Smokey Blue SR -34.57 E-.84 SRI -35 Tahoe Blue SR -29 98 E- 84 SRI -29 Regal Blue SR -26 50 E- 84 SRI -25 Marine Green SR -34.70 E-.85 SRI -36 Patina Green SR -41.90 E-.85 SRI -46 Forest Green SR -27.99 E-.84 SRI -27 Hemlock Green SR -31.20 E-.84 SRI -31 Leafy Green SR -29.40 E-.85 SRI -29 Moss Green SR -29.50 E-.83 SRI -28 SR = Solar Reflectance Value E = Thermal Emittance Value SRI = Solar Reflectance Index Colors shown are approximate, please select from painted metal samples. Ca111.800.826.7813 www.CustomBiltMetals.com Black SR -25.00 E-.85 SRI -23 LAST-TIME§i54rid Products PREMIUM COLORS Antique Patina SR -33.15 E-.84 SRI -36 Silver Ultramet SR -41.13 E-.85 SRI -43 Copper Ultramet SR -44.20 E-.88 SRI -50 Pre -Weathered Galvalume SR -28.62 E-.87 SRI -27 Champagne SR -36 E-.83 SRI -37 Premium colors are batch sensitive and directional in nature. Oil canning is not a cause for rejection. Custom colors available. subject to minimums. Contact a representative for profile, color, gauge & material availability. NATURAL METALS Zincalume° Plus Copper Bare wort tintliral mMn, c.r.• • ow?red by a seoaratu perfOrmaaee v:anranty. l ! A SAVE MONEY- AND HELP SAVE THE ENVIRONMENT. HOW COOL IS THAT? When you install a Custom-Bilt Metals roof with Titan® Cool Roof coating, you can save a significant amount of energy that adds up quickly. Even our darker colors meet ENERGY STAR® requirements, so you don't have to sacrifice design to have an energy efficient roof. As a result, you can save up to 20%* on the cost of cooling your home or business. Incorporating Duranar® Ultra -Cool® technology from PPG? Titan Cool Roof coating contains a minimum of 70% PVDF resin. When applied to our specially prepared metal roofing products (as with Kynar® 500 or Hylar' 5000**), Titan Cool Roof colors possess outstanding color stability, fire resistance, chalk resistance and durability. Choose Custom-Bilt Metals Cool Roof for all the right reasons — design flexibility, energy efficiency and cost savings. There's no other cool roof system that makes better sense. Test Film Thickness 60° Specular Gloss IR Reflectivity Emissivay Pencil Hardness Flexibility. TBend Adhesion Reverse Impact Abrasion, Fa'ling Sana Mortar Resistance Detergent Resistance. 3% Detergent. 100°F (72 hrs ) Acid Pollutants Acid Ram Test Alkali Resistance, 5% e. (72 hrs.) Salt Spray Resistance 5% © 95°F Performance • 0-1005, 0-4138, 0-1400 0.15 - 0.30 mil primer 0.7 - 0.9 mil topcoat D-523 5-10 E-903•96 E-1918-97 (Standard test method using ponabe Retectometer) C-1371-98 E.408.71 D.3363 04145 D-3359 D-2794 D.968 C.267 02248 0-1308 10% Munatic Acid (15 min ) 20% Munauc Acid, (15 min ) HAMA 621 / AAMA 2605 Kesternlch 0.25 (25%1 minimum 0.60 (80%) minimum HB mm.mum 1 - T aluminum 2 -1 coated steed No adhesion loss No cracking or Toss of adhesion 65 - 65 t/md No effect No effect No effect NO effect <5 units color change 15 cycles minimum, no objectionable color change 20% Sodium Hydroxide (1 hr.) No effect B•117 Passes 3.000 nrs. - aluminum Passes 1.000 nrs - coated steels Humidity Resistance 100%u© 100°F D-2247 South Ronda E, posure W E.rposure Chalk Resistance Wealnerometer 0.2244 D-4587 D4214 D-6695 Call 1.800.826.7813 www: CustomBiltMetals:com • Passes 3.000 nrs. - aluminum Passes 1.000 nrs - coated steelI Less than 5 units color change Passes 3.000 hrs. Rating of 8 min Cak Ridge Nal oral Laboratory (ORNL) k.ynar 500 o a registered trademark of Arkema Inc . and Hylar 5000 s a registered trademark of Solvay Solexls t All tests Wormed t0 the latest ASTM revision. t Performances on G-90 Hot •Dipped GalvaniZed. Galva ume and other approve° Zlncialuminum coated steel Reflectance values measured using a DMS Solar Retlectometer, values may vary between instruments and melba°. The test results set 'Orth are representat rte of the results obtained by PPG. Your results may differ. Warranties of the product are exclusive as set forth in the ap- plicable contract documents DURANAR and ULTRA -Cool are registered trademarks of PPG Industries, Inc. WALT VAR PARKA, Why �ho, if you dor Product Information United Asphalts manufactures and sells all fourstandard types of built-up roofing asphalt. They are Types 1, 2, 3, and4? available, in both carton and bulk form. All of our products come from high-grade U.S. crude oil sources and they rneet:or exceed ASTM D312 and D449 specifications Each product is tested on a daily basis by our in house laboratory before a Product Quality Guarantee is iss ted Physical Requirements - Roofing Asphalt ASTM D312 Type 1 Type 2 Tvpe 3 No Smell/Regular No Smell/Regular No Srnell/Regula Min. Max. Softening Point (F) 135 151 Flash Point (F) 525 Penetration @ 77 (F) 18 60 Ductility @ 77 (F) 10 Solubility in Trichloroethylene % 99 -- Min. Max. 158 176 Min. Max. 185 205 525 525 18 40 15 35 3.0 2.5 99 99 Type 4 No Smell/Regular Min. Max. 210 225 525 12 25 1.5 99 Physical Requirements - Waterproofing Asphalt ASTM D449 pe 1 No Smetl/Regular Min. Max. Type 2 No Smelt/Regular Min. Max. Softening Point (F) 115 140 145 170 Flash Point (F) 450 450 475 Type 3 No Smell/Regular • Min. Max. 185 205 Penetration @ 77 (F) 50 100 Ductility @ 77 (F) 30 Solubility in Trichloroethylene % 99 25 50 20 40 10 99 -- 2 99 -- 1 PLAN REVI W CHECKLIST - (Nonstructural) Permit App. Da— 4� By: IBC Edition /i7. & State Amend. Project title: Prevt/ice `' Date: (13"-- +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine 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. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. tgEj 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 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ V In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. COCD - a '• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: 013-154 DATE: 05-03-13 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ding "D Iivision n Public Works w J AiC Fire Prevention Planning Division Structural ❑ Permit Coordinator NO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-07-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-04-13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Printer 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2015 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC`953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active DASCOC'066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZGROUP ARCHITECTUAL DEV INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC'141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI*221RR 0 ft W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS'267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 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 5 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/21/1994 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 National Fire Ins of Hartford 2094061165 11/01/2012 11/01/2013 $1,000,000.00 10/31/2012 httns.//fnrtress_wa _ gov/l ni/hhin/Print.asnx 05/16/2013 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 152013 videl City of Tui lit BUILDING DIVISION PROJECT TEAM: TENANT: PROVIDENCE 2001 LIND AVE. SW RENTON, WA 98057 ARCHITECT/DESIGNER: SABEY ARCHITECTURE 12201 TUKWILA INT'L BLVD. FOURTH FLOOR SEATTLE, WA 98168 :'- Tel: 206.281.8700 Fax: 206.281.0920 ATTN: Brandon Harris BUILDING MANAGER/OWNER: SABEY CORPORATION 12201 TUKWILA INT'L BLVD. FOURTH FLOOR SEATTLE, WA 98168 Tel: 206.281.8700 ATTN: Ken Stickley GENERAL CONTRACTOR: SABEY CONSTRUCTION 12201 TUKVVIIA INT'L BLVD. FOURTH FLOOR SEATTLE, WA 98168 Tel: 206.281.8700 Fax: 206.281.0920 ATTN: Rick Delcoure WA License: SABEYC1033KM PROJECT SUMMARY: ADDRESS: INTERGATE.EAST, BLDG. 3 33:33 S. 120TH PLACE TUKWILA, WA 98168 LEGAL DESCRIPTION: LOT 3 OF TUKWILA BLA #L04-060 REC #20041008900012 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23-04. APPLICABLE CODES & ORDINANCES: BUILDING CODES: INTERNATIONAL BUILDING CODE 2009 GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V -B FIRE RESISTIVE SYSTEM: FULLY SPRINKLERED OCCUPANCY TYPE: F1 / B / S1 • IIIfHfllNllllaTrilllll 124th PROJECT DESCRIPTION: REROOF APPROXIMATLY 37,000 SF PORTION OF EXISTING BUILDING Roe r#view approval is subject to errors and omissions. o construction documents does not au,the1ze t►, :to of i3r;1•y adopted code or ordinance. Receipt n;Lodracci F''!d ilyandconditions is acknowledged: NEW PARAPET WALL ALL SIDES TO MATCH ADJOINING TENANTS 24 g. P/F COPING w/ 1" STANDING SEAMS @ 10" O.C. TO MATCH EXISTING P.T. WOOD TAPER SBS BASE FLASHING P.T. WOOD 2x FRAMING AND 1/2" EXTERIOR SHEATHING SBS MODIFIED BITUMEN ROOF SYSTEM 1/2" PERLITE BASED COVER BOARD 8 a) c 0 m ` U 0 —J J J r C e. 0 Y aNi 0 0 co 12 s iRechanica1 ertlectiical E!lumbing , Ce'eas Piping CII:y of Tukwila E' t DING _:DIVISION TAPERED POLY- SO CRICKET NEW RIGID INSULATION AND SBS MODIFIED BITIMUN ROOF SYSTEM OVER EXISTING SUBSTRATE CONT. LOCK \ CLIP 2 1/2" R GID INSULATION (R-15), MECHANICALLY FASTENED 52 1/2" RIGID INSULATION (R-15), MECHANICALLY FASTENED:`. REVISIONS ' No chanaee-shall-b ode to -the of work without prior approval of b .JJs°. filaBuilding Division_ f r t S Ons will require a new plan su mitt?! &ni may inc=ude additional plan review f ss GRIDLINE H EXTENT OF NEW WORK - SEQUENCE OF ROOF. INSTALLATION JOHNS MANVILLE OOF SYSTEM tI 4FID P.T. WOOD NAILERS 1.eove the a fisting roof system along wit all base flashings to the Wo d substrate a,d haul all aimbris rom t site. — eplacenent f any wood sheathing fours to be done by Sabey Constr ction forces. 3 IlNall a single layer" of Johns Ntanvilte GLASS,E PLUS base sheet 4, In hot asphattl furnish & install two (2) John Manville Type IV ply sheets.. S. Mechanically asten two,(2) layers o f John Manville Energy 3 (23") rigid insulation w'th all Joints to be st ggered a minimum of 12 Inc is. (R-15 per. layer) 6, . In hot asphalt furnish & Install new Ener 3 tapered crickets between oof drains to romote rrectwater low to each roof drain:_ 7. to hot asphalt, furnish & install a Johns Ma Ville Y retro fit cover boar . (Flame Spr ad ASTM a 84 = 30) 8. in hot asphalt furnish & install three (3) tons Manville Type IV fibergl ss ply sheets . 9. In hot asphalt furnish & install one, (.1) Johhs Manville DynaGlas FR SBS cap sheet in the color of white. 10. Flash all para et walls, curbs and vent pen trations with a GLASBASE PLUS base shee 8'-0" Dynalastic 18 FR 585 cap sheet. All to be et in: solid moppings of hot asphalt:; 11. (15 yr)John5 anyilte warranty included, EXISTING 1/2" PLYWOOD SUBSTRATE 24 g. P/F METAL FASC A TO MATCH EXISTING EXISTING WOOD BLOCKING P.T. WOOD INFILL SABEY Architecture 12201 Tukwila Int'I Blvd. Seattle,WA 98168 206.281.8700 sabey.com 6194 REGISTERED "IHlit CARA M. A 1 DERSON STATE OF WASHINGTON PROVIDENCE INFUSION AND PHARMACY 3333 S. 120th Place Building 3 Tukwila, WA 98168 PROGRESS DATE: 04/25/13 DRAWN BY:. CHECKED BY: APPROVED BY: EXISTING PRECAST WALL RECEIVED CITY OF TUKWILA MAY 0 3 2013 PERMIT CENTER All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. 2 0 0 co 0 N