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Permit D19-0260 - GATEWAY NORTH / BUILDING 6 - REROOF
GATEWAY NORTH BLDG 6 3425 S 116TH ST BLDG 6 D19-0260 Parcel No: Address: ��^�xv � Tukwila v~�~� ��n " ��n�m�8xa Department of Community Development 630VSouthcpnterBoulevard, Suite #1OU Tukwila, Washington 9O1OW Phone: 206'431'3670 Inspection Request Line: 206'438'9350 Web site: httr)://www.TukwilaWA.Rov DEVELOPMENT PERMIT 1023049043 Permit Number: D19-0260 Project Name: GATEWAY NORTH BLDG 6 Issue Date: 9/13/2019 Permit Expires On: 3/11/2020 Contact Person: Name' Contractor: Name: Address: License No: Lender: Address: POBOX 490U,SCOTTSDALE WA, 85261 BEAU FABREGAS 360l121STSW, LYNNWO0�WA, 98087 COMMERCIAL |ND5TRLROOFING INC 3601 I215T5TSW, LYNNVVOOD,WA, 98087 COMK8E|~205]] RREEFAMER|CAREITUCORP MMMM7 2O4157ZNDAVE S5TE210'KE NT, WA, 98032 Phone; (425)423'0900 Expiration Date: 5/16/2021 DESCRIPTION DFWORK: REMOVE EXISTING ROOF MEMBRANE DOWN TO SUBSTRATE. MECHANICALLY FASTEN 3.1- POLY ISO, HIGH - DENSITY Project Valuation: $500,000.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $8,541.71 Occupancy per JBC: U Water District: TUKVV|LA Sewer District: VALLEY VIEW Current Codes adopted bythe City ofTukwila: international Building Code Edition: international Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: as Code. National Electrical Code: VVACities Electrical Code: vVAC29646D: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channe|izadun/Sthping: CuMh[ut/Acceo/Sidpwa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/0veoizeLnod: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signa Volumes: Cut: O Fill: O Number O No I hearby certify that I have read and examined this permit and know the same to be true and correct, All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting ofthis permit does not presume togive authority toviolate orcancel the provisions ofany other state orlocal laws regulating construction nrthe performance o(work. |amauthorized tosign and obtain this development peIM14andagree tothe conditions attached tothispermit Signature: Print Name: / / ��x�°~(cc- 0c, Date: This permit shall become null and void if the work isnot commenced within 1DOdays for the date nfissuance, orif the work is suspended orabandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: 1: `BUILDING PERMIT [ONDnOUmS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. ]: All permits, inspection record card and approved construction documents shall bekept atthe site of work and shall be open to inspection by the Building inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6-431'3§7O). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: Prior tofinal inspection for this building permit, acopy ufthe roof membrane manufacturer's warranty 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0103 PRE-REROOF 0401 ROOF SHEATHING Site Address: 3425 South 116th Street Tenant Name: ela4.0,1 /10/44‘. dal • 67 PROPERTY OWNER Name: RREEF AMERICA REIT II CORP MMMM7 Address: 20415 72ND AVE SOUTH SUITE 210 City: KENT State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: BEAU FABREGAS Address: 3601 121ST STREET SW Zip: 98087 City: LYNNWOOD State: WA Phone: (425) 423-0900 Fax: Email: BEAU@CIR-ROOFING.COM GENERAL CONTRACTOR INFORMATION Company Name: Commercial Industrial Roofing Address: 3601 121st street SW City: lynnwood State: wa Zip: 98087 Phone: (425) 423-0900 Fax: Contr Reg No.: COMMEI205JJ Exp Date: Tukwila Business License No.: 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. I), Ddlo o Project No. Date Application Accepted. 75 - Date Application Expires: a - )• (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.: 1023049043 Suite Number: New Tenant: 1 1 Yes 1 1 ..No Floor: ARCHITECT OF RECORD Company Name: WESTCOAST ROOFING CONSUL'', Architect Name: Address: 245 FISCHER AVE City: COSTA MESA State: WA Zip: 92626 Phone: (714) 545-7663 Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: City: State: Zip: H:\ApplicalionslForms-Applicalions On Line \201 I ApplicationsTermit Application Revised - 8-9-11.docx' Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 500,000 Describe the scope of work (please provide detailed information): Remove existing roof membrane down to substrate. Mechanically fasten 3.1" Poly !so, High -density cover board, and PVC membrane. Install new perimeter coping metal. there be new rack storage? El Yes Existing Building Valuation: $ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC list Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 1=1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 1:1 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 El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationaorms-Applications On Lina201 I ApplicationsTerrnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 111 ...Sewer Use Certificate 0 Highline 0 ...Valley View 0 .. Renton 0... Sewer Availability Provided .. Renton .. Seattle Septic System: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) 0 ...Bond .. Insurance Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way El Non Right-of-way 0 0 ...Total Cut ID ...Total Fill cubic yards cubic yards • Geotechnical Report 0 .. Maintenance Agrcement(s) 0...Traffic Impact Analysis El __Hold Harmless — (SAO) 0 ....Hold Harmless — (ROW) Li .. Right-of-way Use - Profit for less than 72 hours Right-of-way Use — Potential Disturbance Ej .. Work in Flood Zone .. • Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank D .. Grease Interceptor 0 ...Cap or Remove Utilities Ej .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut EJ .. Trench Excavation 0 ...Traffic Control El .. Looped Fire Line 0 .. Utility Undeigrounding ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water E] ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size E] ...Sewer Main Extension Public Ej Private O Ej ...Water Main Extension Public 0 Private [11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water El ...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 HAApplicationsWorrns-Applications On Linel2011 ApplicationsTerrnit Application Revised - 8-9-1 lelocx 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 1 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 0 Signature: Print Name: OR AUTHORIZED AGENT: Mailing Address: 36 21st street SW Day Telephone: lynnwood City Date: (425) 423-0900 wa State 98087 Zip \ApplicaiionsWorrns-Applications On Line \201 I ApplicationsTerrnit Application Revised - 8-9- 11.docs Revised: August 201 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $8,541.71 D19-0260 Address: 3425 S 116TH ST BLDG 6 Apn: 1023049043 $8,541.71 DEVELOPMENT $8,291.22 PERMIT FEE R000.322.100.00,00 0.00 $5,009.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,256.39 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $250.49 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18314 R000.322.900.04.00 0.00 $250.49 $8,541.71 Date Paid: Monday, August 12, 2019 Paid By: COMMERCIAL INDUSTRIAL ROOFING, Pay Method: CHECK 153124 Printed: Monday, August 12, 2019 12:31 PM 1 of 1 Y MS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 LW 2O Pr 'ect: Ty I' Inspect' n: LA et& dress: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requested Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f t inspector: ZQ2_0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectior. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981 8 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec''t--: _ GA'Address Ty a of lnspe tion: Special Instructions: i Gf 7i3 " 7 5.--Y - 47 6 '4i Date Wanted: %L%� d Zfl L* ff a.m. p.m. Requeste Phone No: y Z-S-- 4-1-Z3 - 0700 Approved per applicable codes. Corrections required prior to approval. COMMENTS: X i i v i T pate:: - j 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ua Dt PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 0 N,(Y%a INSPECTION RECORD Retain a copy with permit Project;iir, Ty of�ti Address: 5 / Special Instructions: .Date Wanted: l / „ 1 a.m. p.m.' `Requester: Phone No: proved per applicable codes. © Corrections required prior to approval. Ins pecto'i Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b 19-az60 Profit :0 e of Insp ctio : it- A dress: S if& *Date Called: N .3q Special Instructions: P ' Date Wanted: a.m.p.m.` Requester: Phone No: 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. ns pecto Date: 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3.670 Permit Inspection Request Line (206) 438-9350 Di7-ozevo Project: 'Type of lnspe 'on: ef enr iTaaSt4Let3ficr‘. Date Called: Address:- 3y _, Special Instructions: Date Wanted � a.rn. � Requester: Phone No: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Inspector: REJNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. o260 Single Ply Observation Report $010ataa WESTCOAST U C.' U L_ T •••.1 Date: // /47// Observation Report # Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 i I 3425 South ii6th Street City: Tukwila, WA General Contractor: iva Phone: Roofing Contractor: CIR Roofing Phone: 425-423-0900 Crew Foreman: g „,, .ir Crew Size: 6 Material Mfg.: Sarnafil Spec.: Weather: System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck, followed by examination of the deck and replacement if rotted or damaged. Installation of Sarnafil's Self -Adhering peel & stick vapor barrier, followed 'by a single Iayer of 3.1" Sarnatherm land a single Iayer of 1/2" High Density Fire Rated roof board. Work Location: 5„0/A IA, y d,...,/,_. eA,,;,.., Time n: ; p Time Out: 2,' .3 Guarantee: Roofing Contractor: Five (5) Year Manufacturer: (2o) Year "Systems" Guarantee Y N i. Deck: Clean, Smooth, Dry Type: osp O 2. Materials properly stored in dry, protected areas. RECEIVED _grA' 0 3. Fully adhered. CITY OF TUKWILA 4. Mechanically attached. JAN 092020 ip 5. Seams - Heat welded. r3 6. Seams - Fully adhered. PERMIT CENTER ot o 7. Caulking at non -factory cut edges and T-intersections 8. Flashings fully adhered to the substrate. 9. Clad metal used in flashings. 'ET CI 10. All trash removed from the site. NI CI ii. All finished membrane areas protected from damage during construction. g Li 12. Insulation installed: Thickness/Type:(3. 0 /1! / t:1^49 Ero 13. Crickets installed: Type: 4 0 14. Drains scuppers: Type: Z.),;-s• . .n.. 442.-irtv.i..e/ Daily Summary: Daily • Illike.c/ . J/ CV 4 - 0 47-71/1",r‘_ .4t5a 14/14C‘;i 5ctfj 61)/ar,40 7 9' de,1146.- P1,/ rAtz-er 457' e4cettzereek-telre.,,e,r4i7e: vex- ,/ / i-...1742) ,- ,dirts; tif ..*4 /4" .1*, . /4,9,1,/,;,, 1.-a..-,,c.t. _- Materials Covered: 5 2 Night Tie -In Inst ed: Observer's Signature: Accepted By: 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fax (714) 545-7664 Single P1y Observation Report VVESTCOAST Date: /4772 ,/, Observation Report Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 3425 South ii6th Street City: Tukwila, WA General Contractor: Phone: Roofing Contractor: CIR Roofing Phone: 425-423-0900 Crew Foreman: Crew Size: Material Mfg.: Sarnafil • Spec.: Weather: System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck_ followed by examination of the deck and replacement if rotted or damaged. Installation of Sarnafil's Self -Adhering peel & stick vapor barrier, followed by a single layer of 3.1" Sarnatherm and a single layer of 1/2" High Density Fire Rated roof board. Work Location: a , el Time In: ; Time Ou : .' Guarantee: Roofing Contractor: Five (5) Year Manufacturer: 2o) Year Systems""Guarantee Y N D i. Deck: Clean, Smooth, Dry Type: ;-... D 2. Materials properly stored in dry, protected areas. fi D 3. Fully adhered. D 4. Mechanicaly attached. 0 5. Seams - Heat welded. RI 0 6. Seams - Full adhered. V o 7. Caulking at non -factory cut edges and T-intersections 0 8. Flashings fully adhered to the substrate. LJNI 0 9. Clad metal used in ashings. 0 io. All trash removed from the site. o . All finished membrane areas protected from damage during construction. D 12. Insulation installed: Thickness/Type:('Y,/)/4/ • 1, Nr71.5'D D 13. Cricketsinstalled: Type: Z; • o 0 14. Drains scuppers: Type: . Daily Summary: a ecicie-S-Ar4,/,.f,:;(st j-,-.."`e.v-er• AP-erri a 71- :coi 4f#r5'e . .-- -5e Oreve_49,14 ' ,..e '); r. ,, for; ,efer,..1,.5kelltp447'4'0' /. / i ... . , • • ,, . 4 ,i - -4 ft' ,.... .. . . 4 , . A Pit elf/ 4e- I g te, Pr4- .frie."-C.W.e.11- . . .• . . .! Ar .. -:' ,... Materials Covered: . Ni:ht Tie -In Instal .-d: _ Observer's Signature: -- --- Accepted By: 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fay (71 .4) C A C-^7AAA Single P1y Observation Report WESTCOAST D, CNULTIN Date: / ,0/15— , Observation Report # S Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 I I 3425 South ii6th Street City: Tukwila, WA General Contractor: 0 Phone: Roofing Contractor: CIR Roofing Phone: 425-423-0900 Crew Foreman: ,p,,,,_ 4„..,,. Crew Size: Material Mfg.: Sarnafil Spec.: Weather: System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck, followed by examination of the deck and replacement if rotted or damaged. Installation of Sarnafil's Self -Adhering peel & stick vapor barrier, followed by a single layer of 3.1" Sarnatherm and a single layer of 1/2" High Density Fire Rated roof board. Work Location: 501e4-A ,,,-7-7e. - 47/ Time In: ;,.7 0 0 Time Out3•30 Guarantee: Roofing Contractor: Five (5) Year Manufacturer: (2o) Year "Systems" Guarantee Y N A 0 1. Deck: Clean, Smooth, Dry Type: 0 rA 4t D 2. Materials properly stored in dry, protected areas. o 3. Fully adhered. 0 4. Mechanically attached. 0 5. Seams - Heat welded. o 6. Seams - Fully adhered. 4 o 7. Caulking at non -factory cut edges and T-intersections o 8. Flashings fully adhered to the substrate. A o 9. Clad metal used in flashings. 0 io. All trash removed from the site. o ii. All finished membrane areas protected from damage during construction. 0 12. Insulation installed: Thickness/Type: 6, 0 3.3. Crickets installed: Type: — cc,) 0 1.4. Drains scuppers: - , Type: /"t/fir2frN/-7.4-11.#1,7`Y/ Daily Summary: p.rk f;c2//....04: trite wiev,-,/eve-e_x_5-4-7",' r© i t i'," I-7e 4,, 7-c,/, 44 .0,4",../0../..- At re..r!, re. 7\E ‘,./...,-1,-.... osi.... eyt,e177t,///v/to litrit4e,71; ;9.1 (.4 r./ ..:1‹..:.-Ae7,rite..."---6 460e1 a 5 c-ro ec.,,- jeirtnhA s,-,..,.., r rit 744 /e,;(i )- , ;ptcte..-- 7." , _ .. ., . .. ,... ,, ,f/e".../We_c//.74.4.. / _ / e.-f- 5 //.p Materials Covered: XG.5- Night Tie -In Ins a ed- Observer's Signature: Accepted By: 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fax (714) 545-7664 Single Ply Observation Report WESTCOAST Date:/Q(/'/9Observation Report Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 3425 South ii6th StreetCity: Tukwila, WA General Contractor: /4 Phone: Roofing Contractor: C R Roofing Phone: 42.5-423-0900 Crew Foreman: /0,t, ,, _ Crew Size: Material Mfg.: Sarnafil Spec.: Weather: System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck, follower] by examination of the deck and replacement if rotted or damaged. Installation of Sarnafil's Self -Adhering peel & stick vapor barrier, followed by a single layer of 3.1" Sarnatherm and a single layer of 1/2" High Density Fire Rated roof hoard. . Work Location: 454 Time In: ic2 %30 T Time Out: 2 : Guarantee: Roofing Contractor: Five (5) Year anufacturer: 2o) Year "Systems" Guarantee N ,n0 i. Deck: Clean, Smooth, Dry Type: i 0 2. Materials properly stored in dry, protected areas. 3. Fully adhered. 0 4. Mechanically attached. 0 5. Seams - Heat welded. o 6. Seams - Fully adhered. A D 7. Caulking at non -factory cut edges and T-intersections 8. Fla 'rigs fully adhered to the substrate. 9. Clad metal used in flashings. o 0. All trash removed from the site. L-,0 u. All finished membrane areas protected from damage during construction. 0 12.Insulation installed: ThicknessT e:(3,d,01,,,,.,,,- 0 13. Crickets installed: T Ile: 7 0 0 14. Drains scuppers: Type: Dail Summary: eor`A i' eoprojerskyCe. ..e),:c.ze? A!4y, Je ifr c../o se—Yln.. 6-7 . _.k a 4/, 7>erro`` %?5'-7` %, . ..., ... , e..-.1 0. • ... /••• •• 4.-- o , 1 _ , . • .....a, ''. P. .. o• • " " • r40 ti/ .. . Materials Covered: G Night Tie -In Ins a led: Observer's Signature: ...,/,,..., Accepted By: 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fax (714) 545-7664 Single P1y Observation Report WESTCOAST F C. C N LI L. Date: /(449 Observation Report # / 0 Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 I I 3425 South 11.6th Street City: Tukwila, WA General Contractor: 74 Phone: Roofing Contractor: CIR Roofing Phone: 425-423-0900 Crew Foreman: 1)C;,,,, Crew Size: S / Material Mfg.: Sarnafil Spec.: Weather: System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck, followed by examination of the deck and replacement if rotted or damaged. Installation of Sarnafirs Self -Adhering peel & stick vapor harrier, followed by a single layer of 3,1" Sarnatherm and a single layer of 1/2" High Density Fire Rated roof hoard. . j„, Work Location: fa,.4 e...• pl.,/,/-ecryle-e- se„4410 Time In: /4:2;00 Time Out: 2_3d Guarantee: Roofing Contractor: Five (5) Year Manufacturer: (2o) Year "Systems" Guarantee 1 0 i. Deck: Clean, Smooth, Dry Type: 05b 2. Materials properly stored in dry, protected areas. 0 3. Fully adhered. 0 4. Mechanically attached. 0 5. Seams - Heat welded. D 6. Seams - Fully adhered. 0 7. Caulking at non -factory cut edges and T-intersections 0 8. Flashings fully adhered to the substrate. 0 9. Clad metal used in flashings. o io. All trash removed from the site. 0 ii. All finished membrane areas rotected from damage during construction. 0 12. Insulation installed: Thicluiess/Type:6.04./..,-„, • 0 13. Crickets installed: Type: 7 e."/ 0/. ...r 14. Drains/scuppers: Type: • d/or-lov—ii) / Daily Summary: 4•44,:t4e_St:Fer.; ( e...01-1X ' ..) ..4094,74 ,erv;sseigritie‘..Fcaifi _5/0„,,,},fres-Accite '4 117:4 974-4111:11:::::InSta141.41ei;141-r7:147C:7Ce/"C":41 Materials Covered: X" By: )1 ..9,. Observer's Signature: Ai s v _Accepted 4/ — ...- 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fax (714) 545-7664 Single Ply Observation Report WESTCOAST ROOF CON5ULTINO Date: 7 (2/24,// 9 Observation Report # g Client: CBRE Contact: Kevin Moran Phone: Project Name: Gateway North - Building 6 I 1 3425 South ii6th Street City: Tukwila, WA General Contractor: e?' Phone: Roofing Contractor: CIR Roofing Phone: 425-423-0900 Crew Foreman: a2„Lefy Crew Size: Material Mfg.: Sarnafil Spec.: Weather: CA -or System Description/Mil Thickness: Complete removal of the existing roof system(s) down to the structural deck, followed by examination of the deck and replacement if rotted or damaged. Installation of Sarnafil's Self -Adhering peel & stick vapor barrier, followed by a single layer of 3.1" Sarnatherm and a single layer of 1/2” High Density Fire Rated roof board. Work Location : 4/44/70.5/7 ,e,-71;eje4/2. ,,L Time In: /0,16 Time Out:.,,2 t5c;) Guarantee. Roofing Contractor: Five (5) Year Manufacturer: (2o) Year "Systems" Guarantee Y N 1. Deck: Clean, Smooth, Dry Type: V.c2ft 0 2. Materials properly stored in dry, protected areas. 3. Fully adhered. o 4. Mechanically attached. 0 5. Seams - Heat welded. ci 6. Seams - Fully adhered. 0 Y14/ 0 7. Caulking at non -factory cut edges and T-intersections 0 ,go 8. Flashings fully adhered to the substrate. DV D 9. Clad metal used in flashings. 0 io. All trash removed from the site. fro o ii. All finished membrane areas protected from damage during construction. cs 0 12. Insulation installed: Thickness/Type: 4 13. Crickets installed: Type: 71, 0M 0 14. Drains/scuppers: T e : 41,,/,,s,."..,71, Daily Summary: 56-1, arifi,rte4,44,04 b4s/m/ec,..0)14%,,,,,,44' l ,I i . , ifeb74 -.›, R.r7S41(P.Ielef "Virikr . 14e11,10*-5,,f1-t-i-44.,c eee../141 ,0, /9"2"..S. e-,5477%--•tevrc_ At-.40.7se.,e-lele-e61,71#7c.0 1 / #11.14,5e . .. 79isk,e1 cAcf•-gbj`,:slx,,f; eyee fasfrAte.444,9;,,,r6"eherc.,/ 4/2._< n ie 1211 CVAt7 fr.7.44 Lp 01 P7 ,A.51F4ewle Materials Covered: ye-5/ Night Tie -In Installed: ,Observer's Signature: , Az.,..-,.....------- y/ Accepted By: 75 . I 245 Fischer Ave, Unit B3 Costa Mesa, CA 92626 Phone (714) 545-7663 Fax (714) 545-7664 Warranty Track 1. Notice of Award (NOA) � 2. Acceptance of NOA (ANOA) r' 3. Field Installation Report vt 4. Inspection for Warranty Report 5. Warranty ROOFING INSPECTION FOR WARRANTY REPORT Samaful BUILDING TRUST Opportunity Name (Aslt Appears on ANOA): Gateway North Building 6 Address: 3425 South 116th Street Tukwila, WA Applicator: Commercial Industrial Roofing, - Lynnwood,WA Inspection Name: Final - Gateway North Building 6 Date: 12-12-2019 19 - ©Z 6° Opportunity No.: 0N00234550 Region: West North Rep.: Tony Rubalcava Status: (Passed Original Inspection? 0 - Date of Previous Inspection (if applicable) System: Mechanical Sikacoat Dry Mils Thickness (1 test per 3 squares): N/A Comments: 11-27-2019 - Patch all marks indicated in red crayon. (Robot Scuffs, Voids) - Terminate metal curbs temporarily sealed. (x5) - Ensure all support blocks have a separation layer. Note: Roof system is SPL Fastened-60 Wht 6112 10ft x 100ft, Sikaplan Rhino Bond. System warranty is 20 year, 46 mph. Contractor is actively addressing the list items. Punch list complete. Sika Tech. Service Representative: Kal Saechao Accepted For Warranty: Yes - Warranty start date will be today's date Phone: (503) 949-2354 Fax No.: (775) 626-7703 IF A SIGNATURE IS REQUIRED FOR PUNCH LIST ITEMS CERTIFY THAT THE PUNCH LIST ITEMS SHOWN ABOVE HAVE BEEN CORRECTED AS REQUIRED BY SIKA CORPORATION AND SIGN BELOW. RETURN THIS FORM TO SIKA REGIONAL OFFICE WHEN PUNCH LIST IS COMPLETE. Date: (this will be the warranty start date) ICJ «V nature: ** A pe diem charge plus expenses may be charged whenever is pections subsequent to the original are required, ** RECEIVED CITY OF TUKWILA JAN 0 9 2020 PERMIT CENTER IMPORTANT NOTE: Sika Corporation Technical Service Representatives provide instructions in the method of installation of Sika Corporation products, and inspection of the completed application to the extent that visual examination of exposed surfaces and probing of field seams are possible. The presence of a Sika Corporation Technical Representative on the job does not indicate Sika Corporation approval of the installation methods of products supplied by others and routine waterproofing practices. Copy 1— Sika Corporation Regional Office Copy 2 - Applicator Copy 3 — Technical Service Representative 2/18 v2.0 Page 1 of 2 Warranty Track 1. Notice of Award (NOA) 2. Acceptance of NOA (ANOA) 3. Field Installation Report 1 4. Inspection for Warranty Report 5, Warranty ROOFING INSPECTION FOR WARRANTY REPORT Opportunity Name: Gateway North Building 6 Samafil BUILDING TRUST Opportunity No.: 0N00234550 Date: 12-12-2019 Field Note Description: Notes: Record Type: Copy 1— Sika Sarnafil Regional Office 2/18 v2.0 Copy 2 - Applicator Copy 3 — Technical Service Representative Page 2 of 2 tr � `G %.• y r- T Pent* PerNo. Dia�a w Plan review approval is subject to errors ana omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and /o+adltlo s Is a nowiedged: BY. C Date: 9/ j 3/ Z-o / 1 City of Tukwila BUILDING DIVISION CENsPIP11NI3 INSULATED PVC SINGLE PLY ROOF REPLACEMENT SPECIFICATION PROJECT: Gateway North Corporate Park Building 6 3425 ii6th St, Tukwila, WA 98168 PREPARED FOR: CBRE 2o415 72ND AVENUE SOUTH, SUITE 210 KENT, WA 98032 REVISIONS No char_.nes snalt be made to tne scope of work witnout a os a, oroval of tne Tukwila Budding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. PREPARED BY: WESTCOAST ROOF CONSULTING 245 FISCHER AVENUE, SUITE B3 COSTA MESA, CA 92626 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 14 2019 kJ 0-- City of Tukwila BUILDING DIVISION SEPARATE PERMIT RE UIREb FOR: MI Mechanical Er Electrical Er Plumbing Er Gas Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 2 2019 PERMIT CENTER t;:q- oaco 0 CBRE Kent, WA SPECIFICATION DIRECTORY SECTION 00100 - GENERAL CONDITIONS: PAGES 3 - 5 SECTION 00200 - SCOPE OF WORK: PAGES 6 - 8 SECTION 00300 - BIDDING INSTRUCTIONS: PAGES 9 - 10 SECTION o0400 - BID PROPOSAL: PAGES 11- 14 SECTION 00500 - STATEMENT OF COORDINATION: PAGES 15 SECTION 00600 - INSURANCE REQUIREMENTS: PAGE 16 -17 SECTION o0700 - COORDINATION AND SCHEDULING: PAGE 18 SECTION 06100 - ROUGH CARPENTRY: SECTION 07550 - PVC SINGLE -PLY ROOFING: SECTION 07600 - FLASHING & SHEET METAL: ROOF PLANS: W'estcoast RoofConsulting Page - 2 PAGES 19 - 24 PAGES 25 - 40 PAGES 41- 47 2 CBRE Kent, WA SECTION 00100 - GENERAL CONDITONS i.o General Conditions & Definitions 1.1 The Contract 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 as "Westcoast Roof Consulting" and is the entity named within the Contract documents as the Consultant. The Consultant shall provide administration of the Contract and on -site observations during roof installation. Westcoast Roof Consul' ting Page - 3 CBRE Kent, WA 1.5 The Owner The Owner is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized representative excluding the Consultant. 1.6 The Contractor The Contractor (successful bidder) is the person or entity identified as such in the Owner -Contractor agreement and is referred to throughout the contract documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative, 1.7 Subcontractor A Subcontractor is any person or entity not employed by the Contractor but hired separately by the Contractor to perform work on the Project. 2.0 Taxes The Contractor shall include in his proposal, pay and indemnify Owner against liability for all applicable Federal, State and Local taxes of whatever character description, including all Sales and Use Taxes relating to tangible personal property, title to which is transferred to Owner as personality or as part of real estate. 3.0 Removal of Unfit Material The .Contractor shall, upon notification by the Consultant, immediately remove and replace, to the satisfaction of the Consultant and Owner, all materials and work of unsound or unfit character. The expense of removing, reconstruction, replacing, or refinishing unsound or unfit materials and work, the cost of making good other work affected thereby and the cost of delays resulting therefore shall be borne by the Contractor and no extension of time will be allowed for such correcting of faulty material or work. 4.0 Owner/Management A. The Owner/Management reserves the right to accept other than the lowest Quotation and to accept or reject any Quotation in whole or in part, or to reject all Quotations with or without notice or reasons, and if no Quotation is accepted, to abandon the work or to have the work performed in such other manner as Owner/Management may elect. Westcoast Roof Consulting Page - 4 CBRE Kent, WA B. All Quotations are considered privileged information. The Owner/ Management will open all bids in private. End of Section Wes Roof Consulting Page - 5 CBRE Kent, WA SECTION 00200 - SCOPE OF WORK 1.0 SCOPE OF WORK The Scope of Work for the roof replacement is to include: removal of the existing roof system(s) and flashings down to the structural deck, mechanically attaching through the existing wood deck a two (2) layer insulation system meeting the State of Washington "Energy Code" requirements, followed by a single layer of 1/4" Securock Glass -Mat roof board, and installation of a mechanically attached, 6o mil, white PVC reinforced roof membrane to meet all necessary wind uplift requirements for the geographic location of the project, complete with all necessary flashings, PVC clad metal, and all other incidental and accessory items to comprise a completed roofing assembly. 2.0 SITE VERIFICATION Prior to submitting a bid for the roof replacement, the bidding Contractor and all Sub -Contractors are to visit the building(s) to verify dimensions, locations for loading and unloading of materials, the structure and all necessary logistics for successful completion of the roof replacement. Work under the Contract is to be completed in timely and professional manner with as little inconvenience to the tenant(s) as possible. The Bid for the project is to include all work necessary for completion. The specification and details are not represented or guaranteed in any way as as -built conditions. Verification of all dimensions is the responsibility of the bidding Contractor. 3.0 DESCRIPTION OF WORK 3.1 The Scope of Work is to include installation of the specified roof system per the requirements of the manufacturer for a twenty (20) year "system" type guarantee. Correction of any failure to install the system in this manner is the responsibility of the Contractor at no additional cost to the Owner/Management. ROOF SYSTEM DESCRIPTION The new roof system is to consist of one layer of 6o mil reinforced PVC single ply membrane mechanically attached over a layer of 1/4" Securock and a two (2) layer State of Washington "Energy Code" compliant insulation system, also mechanically attached into the plywood substrate. 3.2 BASE/WALL FLASHING SYSTEM The base/wall flashing system is to consist of PVC single ply flashing membrane set in adhesive over the vertical substrate. Westcoast Roof Consulting Page - 6 CBRE Kent, WA 3.3 FALL PROTECTION The scope includes a cost for installation of minimum i8" Guardian Fall Protection anchors per the requirements of Guardian up slope from all drain and scupper locations. 3.4 RAISING MECHANICAL EQUIPMENT All mechanical equipment must be raised to a minimum height of 8" above the finished roof surface. 4.0 ALTERNATES Alternates to the specified roof system, whether mandatory or voluntary are to be presented at time of bid and are to include all necessary information on system type, installation procedures, guarantees and costs. If an alternate system is selected, all requirements of the specification remain intact for the alternate system installation. 5.0 UNIT COSTS Unit Costs are listed separate from the Base Bid requirements and costs. Unit Costs are to be utilized during the course of construction on an "as needed" basis for items such as plywood replacement, drain installation, etc. Approval for these items should be in writing directly from the Owner/Management or Consultant. Unit Costs are as follows: 1. Provide a lump sum price to provide the Owner with a twenty (20) Year Manufacturers "System" Guarantee covering labor and mail erials. 2. Decking to match the existing (minimum 1/2" five {5} ply, structurally rated plywood) installed per the requirements of the city. To be listed as price per 4' x 8' sheet. Tapered insulation at i" in depth set in the specified adhesive. To be listed as a price per square foot. 4. Cast iron compression ring type internal drain, similar to J. R. Smith 1.010Y installed. To be listed as per unit price. 5. Cast iron drain line to match or exceed the existing. To be listed as price per lineal foot. 6. Provide a "Lump Sum" total price to install 5" single direction steel security grills under the skylights as a part of the skylight replacement. Westcoast RoofConsutting Page - 7 CBRE Kent, WA 7. Provide a "Lump Sum" total price to replace the existing skylight/smoke hatches with like kind (non- louvered) that meet or exceed all current code requirements. The skylight/smoke hatches shall be rated for fall protection, curb mounted (on wood curbs 8" above the completed roof) and shall be fastened with neoprene gasketed screws in all pre -drilled holes. All skylight/smoke hatches shall have fall protection screens and diamond - tapered insulation on the high side installed as part of the cost. Bristolite skylight/smoke hatch model is as follows: Bristolite. Model #H48x96 SS HD -CM -1-FTH-I R- HW-M (Non -Louvered). 8. Provide a "Lump Sum" total cost to install minimum 18" Guardian Fall Protection anchors per the requirements of the manufacturer at all HVAC units noted as being 16' or closer to the roofs edge and up slope form all primary drain, overflow drain and scupper locations. End of Section Westeoast Roqf Consulting Page - 8 CBRE Kent, WA 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 (60) days from date of submission. 1.3 Examination of Drawings, Specification and Work Site A. Before submitting a Bid, each Bidder shall examine the drawings, read the specifications/Addenda and visit the building. Each Bidder is to be fully aware, prior to bidding, of all existing conditions and limitations under which the work is to be performed, and he shall include in his Bid the cost to cover all items necessary to perform the work as set forth. No allowance will be made to any Bidder because of lack knowledge. The submission of a Bid will be construed as conclusive evidence that the Bidder has made such examination. 1.4 Addendum and Interpretation A. No interpretation of the intent of the Bid Documents or Addenda will be made to the Bidder orally. Westcoast Roof Consulting Page - 9 CBRE Kent, WA B. Request for intent or questions about the Bid Document should be in writing and must be received by the date listed in the Pre -Bid Conference/Addenda # 1. C. The right is reserved by the Owner/Management to revise or amend the specifications or drawings, or both, prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by Addenda. 1.5 Time of Completion/Bonds A. Time is of the essence and Bidders are advised that the project must be completed within the schedule stipulated in the Pre -Bid Conference/ Addenda #1. B. No bonds are required for the work of the contract; however the Owner/Management reserves the right to request any/all bonds. 1.6 Award of Contract A. Award of Contract will be at the Owner's/Management's sole discretion. B. The Owner/Management may, when in its interest, reject any and all Bids or waive any informality in Bids received. 1.7 Code Compliance A. Bids must be in compliance with all local, state, and applicable codes. Contract price is to be based upon compliance with all codes. Contractor shall be responsible to obtain any and all permits required to perform this project and shall include the cost for all required permits in the Base Bid. End of Section Wes teogist Roof Consulting Page - 10 CBRE Kent, WA SECTION oo600 - INSURANCE REQUIREMENTS 1.0 Contractors Insurance Requirements: A. Contractor shall purchase & maintain insurance that will protect the Owner/Management and Consultant from claims resultant from contractor's operations during completion of the Scope of Work. The Insurance is required to protect the Owner/Management and Consultant from claims set forth by sub -contractors who directly or indirectly employs workers on the project. 1. Claims under workers' or workmen's compensation, injuries, disability benefit and other similar employee benefit acts; and 2. Claims for damages/compensation due to bodily injury, occupational sickness or disease, or death of employees; and 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. 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 - 16 CBRE Kent, WA 2. The contractor shall supply a copy of evidence of insurance along with the bid. If awarded the project, the Contractor shall supply a current Certificate of Insurance naming the appropriate parties as additionally insured as well as the following: The Owner/Management will identify "Additionally Insured" parties to be included on the original certificate of insurance upon award of contract, including: CBRE The Building Owner Westcoast Roof Consulting Scope of Indemnification A. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner/Management, the Owner's partners, and all their respective trustees and beneficiaries, and all of their respective heirs, successors, assigns, and personal representatives, agents, employees and lenders, the Consultant and their agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees and costs, arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting from, and (2) is caused in whole or in part by any intentional or negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity, which would otherwise exist as to any party or person, described in this Paragraph. In any and all claims again the Owner/Management or the Consultant or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workman's compensation acts, disability benefit acts or other employee benefit acts. End of Section Westcoast Roof Consulting Page - CB RE Kent, WA SECTION oo7oo - COORDINATION AND SCHEDULING 1.0 Project Access A. Access for return visits to the properties shall be scheduled directly through Owner/Management's Representative. B. Means of ingress or egress, loading docks, etc., shall not be blocked for any reason without prior consent from the individual tenant and building Owner/ Management. C. The Contractor must not block clear access for fire fighting equipment. D. Material and equipment storage areas are limited to those designated by the Owner/Management. The areas must be surveyed by the Contractor prior to material/equipment storage, damage or missing. conditions must be documented with photographs and must be forwarded to the Owner/Management prior to start. E. Staging areas, delivery times, acceptable working hours, and designated crew parking shall all be outlined during the Pre -Bid Conference. 2.0 Scheduling 3.0 A. Prior to starting any roof removal, a Pre -Job Conference is required to document staging areas, site contacts, etc. B. The Awarded Contractor shall have one point of contact for this project. This person shall be available for weekly status meetings. C. All work under the Contract shall be scheduled by the Roofing Contractor directly with the Owner/Management; Sub -Contractors are not to contact the Owner/Management unless previously agreed to by the necessary parties. Site Conditions A. The details shown and the information provided are not represented or guaranteed by Owner/Management or Consultant as being accurate as to the actual "as built" and present conditions. Bidding Contractor shall verify all conditions at the site and perform all work to complete the project under this contract, regardless of the variations that may be found, without additional cost to Owner/Management. End of Section N'estcoast RoafConsu(ting Page -t8 CB RE Kent, WA SECTION o61oo - ROUGH CARPENTRY PART I - GENERAL 1.1 DESCRIPTION A. Furnish and install roof related carpentry work per the drawings and specifications, including all fasteners. B. Contractor is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Single Ply Roofing. 2. Flashing and Sheet Metal. 1.2 REFERENCE STANDARDS A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. American Plywood Association. 2. Standard Grading Rules of the Douglas Fir Association. 3. Published installation instructions from manufacturers of selected products. 4. Property Loss Prevention Data Sheets For Roofing Contractors - FM Global. 1.3 QUALITY ASSURANCE 1.4 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. SUBMITTALS A. Complete material list of all items proposed to be furnished and installed under this section. Westeoast Roof Consulting Page - 19 CBRE Kent, WA B. Product data cut sheets and MSDS sheets for all fasteners, pressure treated lumber, and other required accessories. 1.5 DELIVERY, STORAGE & HANDLING A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Store all materials up, off of the roof or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Roof surfaces shall be protected from damage at all times. 1.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all carpentry in a watertight condition without cost to the Owner/ Management for a period of five years after date of acceptance of roof. 41'esteoast Roof Consuiting Page - 20 CBRE Kent, WA PART II - PRODUCTS 2.1 Materials A. Nailers PVC Roof Replacement Specification Kent North Corporate Park - Buildings B & C 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. Size to be as indicated on the drawings. 4. Nailers shall extend 1/2" beyond metal flanges. Plywood 1. All plywood is to be CDX, minimum 1/2" (5-ply), APA Rated Exterior, Structural. Only waterproof glue is acceptable. 2. Refer to drawings for plywood thickness at each detail. C. Fasteners 1. Masonry/Concrete Fasteners a. Corrosion -resistant Factory Mutual approved fastener with low profile head. Fasteners shall meet FM 4470. b. Fasteners shall be threaded or expansion type as required by site conditions. c. Fasteners shall be a minimum of 3/16" diameter with a 1" minimum embedment. d. Washers - Round, carbon steel, Federal Specification FF-2- 92. 2. Wood Fasteners a. 1-1/2" x il-gauge ring shank roofing nails shall be used for concealed fastening into wood. Wes tcoast Roof Consulting Page - 21 CB RE Kent, WA 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. Westeoast RoofConsulting Page - 22 CBRE Kent, WA PART III - EXECUTION 3.1 PREPARATION A. Examine the areas and conditions under which xvork of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 NAILERS 3.3 A. Nailers are to be installed as per detail drawings. B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Set 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. Where two or more nailers are installed, each nailer shall be fastened independently. INSTALLATION A. Raise all existing curbs and platforms to a minimum height of 8" above the roof surface. B. All new curb mounted skylights shall be installed on new 2X wood curbs secured to the structure with appropriate Simpson straps to result in a minimum height of 8" above the finished roof surface. Fill in the area around the new curbs as necessary with polyisocyanurate roof insulation to match the height of the existing foam roof removed. Westcoast Roof Consulting Page - 23 CBRE Kent, WA 3.4 3.5 C. Where indicated at the Pre -Bid Meeting, construct new minimum 8" high wood platforms. D. Install new I/2" CDX plywood around the vertical surface of the new roof access hatch and secure accordingly. E. Pipes of 3" in diameter and less: Support pipes on pressure treated wood blocks (minimum 2x4) spaced at a maximum of 6' on center. Set the wood blocks in a dab of sealant over PVC roof protection material (do not set the roof protection material into sealant over the roof). Secure the pipe to the wood blocks with oversized pre -manufactured clamps to allow movement. F. Pipes larger than 3": Install pipe supports provided by Portable Pipe Hangers (713-939-716i). Support pads should be placed on roof protection material loose laid on roof system. ABANDONED ITEMS: A. Removal of all confirmed non-use items on the roof and disposal of same, including deck repair/replacement if the deck was affected by the non-use equipment removal. The contractor must confirm with the Owner and the tenant that items are non-use prior to removal. Great care must be taken when removing items that penetrate the roof, so as not to allow the items to drop into the tenant's space. CLEAN-UP A. Debris from carpentry work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Westcoast RoofCansulting Page - 24 CBRE Kent, WA SEC, I'ION o7550 - PVC SINGLE -PLY MEMBRANE ROOFING PART I - GENERAL Li SECTION INCLUDES: A. State of Washington "Energy Code" Insulation Installation B. Securock Application C. Roof Membrane Application D. Roof Flashing Application E. Incorporation of Sheet Metal Flashing Components and Roofing Accessories into the Roof System 1.2 RELATED SEC, I IONS A. Rough Carpentry B. Sheet Metal 1.3 REFERENCE STANDARDS References in these specifications to standards, test methods and codes, are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies, which may be used as references throughout these specifications. ASTM American Society for Testing and Materials Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA NRCA National Roofing Contractors Association Rosemont, IL OSHA Occupational Safety and Health Administration Washington, DC SMACNA Sheet Metal and Air Conditioning Contractors National Association Chantilly, VA UL Underwriters Laboratories Northbrook, IL Westcoast Roof Consulting Page - 25 CBRE Kent, WA 1.4 GENERAL OVERVIEW A. Furnish and install PVC thermoplastic single -ply roofing and Securock roof board in accordance with the project documents and manufacturer's recommendations for a twenty (20) year "Systems" Guarantee. 1.5 DESCRIPTION OF WORK A. Remove all existing roof membrane, etc., including base and wall flashings, down to the wood substrate in accordance with applicable code requirements. B. Furnish and install a two (1) laver State of Washington "Energy Code" compliant insulation system. C. Furnish and install one layer of 1/2" HD Iso roof board, mechanically attached over the new insulation system and into the existing plywood deck. D. Furnish and install a layer of bo mil thick PVC reinforced roof membrane complete with specified flashings, PVC coated metal, and all other incidental and accessory items to comprise a completed roofing assembly. E. Fully adhere all base and wall flashings. F. The installing contractor shall coordinate with the roofing materials and systems manufacturer and shall proceed with the work in a manner that is consistent with established details and installation guidelines. 1.6 SUBMITTALS All submittals which do not conform to the following requirements will be rejected. A. Manufacturer's recommended methods of installation and data to demonstrate compliance with specified requirements. B. Manufacturer's written confirmation that the specified system is eligible for the specified manufacturer's guarantee when installed by the roofing contractor. C. Manufacturer's written agreement to issue specified guarantee on the specified roof system when installed by successful bidding roofing contractor. Westcoast Roof Consulting Page - 26 CBRE Kent, WA D. Product data cut sheets and MSDS sheets for all products in the single ply roofing assembly. E. Schedules for material delivery, roof removal and roof installation. F. The Contractor shall perform a survey of existing conditions to document any existing damage, deterioration, etc., on the site and buildings interiors and exteriors on which the work will be performed. The Contractor shall provide written documentation with photographs of cracked concrete/ paving, wall stains, damaged ceiling tiles and foil insulation, etc. Failure to provide this information prior to beginning work will mean the Contractor accepts the site as is and shall be responsible for items noted at completion of work. The Contractor shall repair any damage caused by his work without extra cost to the Owner/ Management. 1.7 QUALITY ASSURANCE A. Acceptable Products: Primary roofing products, including each type of sheet, all manufactured in the United States, shall be supplied by a single manufacturer which has been successfully producing the specified types of primary products for not less than io years. The primary roofing products shall have maintained a consistent composition for a minimum of five years. B. Product Quality Assurance Program: Primary roofing materials shall be manufactured under a quality management system that is monitored regularly by a third party auditor under the ISO 9oo1:2000 audit process. C. Agency Approvals: The proposed roof system shall conform to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories Class "A" acceptance of the proposed roofing system without additional requirements for gravel or coatings. 2. The roof configuration (including fastening of insulation) shall be approved by the appropriate governing body to meet the necessary wind uplift pressures for the geographic region. D. Acceptable Contractor: Contractor shall have a minimum of 5 years experience in successfully installing the same or similar roofing materials and be certified in writing by the roofing materials manufacturer to install the primary roofing products. Westeoast Roof Consulting Page - 27 CBRE Kent, WA E. The work to be performed under this specification shall include, but is not limited to the following: Attend. necessary job meetings and furnish competent and full time supervision, experienced roof mechanics, all materials, tools, and equipment necessary to complete, in an acceptable manner, the roof installation in accordance with this specification. Comply with the latest written application instructions of the manufacturer of the primary roofing products. In addition, application practice shall comply with requirements and recommendations contained in the latest edition of the Handbook of Accepted Roofing Knowledge (HARK) as published by the National Roofing Contractor's Association. F. Local Regulations: All materials provided and work to be performed under this Specification will at all times conform to any and all applicable regulations of public agencies, including any specific requirements of the city and/or state of jurisdiction. G. Manufacturer Requirements: Ensure that the primary roofing materials manufacturer provides direct trained company personnel to attend necessary job meetings, perform periodic inspections as necessary, and conducts a final inspection upon successful completion of the project. 1.8 PRODUCT DELIVERY STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store materials out of direct exposure to the elements. Store roll goods on a clean, flat and dry surface. All material stored on the roof overnight shall be stored on pallets. Store materials on the roof in a manner so as to preclude overloading of deck and building structure. Store materials such as solvents and adhesives away from open flames, sparks or excessive heat. Cover all material using a breathable cover such as a canvas. Polyethylene or other non -breathable plastic coverings are not acceptable. C. Handling: Handle all materials in such a manner as to preclude damage and contamination with moisture or foreign matter. Handle rolled goods to prevent damage to edges or ends. D. Damaged Material: Any materials that are found to be damaged or stored in any manner other than stated above will be automatically rejected, removed and replaced at the Contractor's expense. 4'estcoast Roof Consulting Page- 28 CBRE Kent, WA 1.9 PROJECT/SITE CONDITIONS A. Requirements Prior to Job Start 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees, which may be required for the performance of the work. 3. Safety: Familiarize every member of the application crew with all fire and safety regulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements Precipitation: Do not apply roofing materials during precipitation or in the event there is a probability of precipitation during application. Take adequate precautions to ensure that materials, applied roofing, and building interiors are protected from possible moisture damage or contamination. The roof shall be kept watertight on a daily/ nightly basis. 2. Temperature Restrictions - cold adhesive: At low temperatures, the specified cold adhesive becomes more viscous, making even distribution more difficult. The optimal temperature of the adhesive at point of application is 70°F (21°C). To facilitate application when ambient temperatures are below 50°F (io°C), store the adhesive and roll goods in a warm place immediately prior to use. Suspend application in situations where the adhesive cannot be kept at temperatures allowing for even distribution. C. Protection Requirements Membrane Protection: Provide protection against staining and mechanical damage for newly applied roofing and adjacent surfaces throughout this project. 2. Limited Access: Prevent access by the public to materials, tools and equipment during the course of the project. Westeoast Roof Consulting Page - 29 CBRE Kent, WA Debris Removal: Remove all debris daily from the project site and take to a legal dumping area authorized to receive such materials. 4. Site Condition: Complete, to the Owner's satisfaction, all job site clean-up including building interior, exterior and landscaping where affected by the construction. 1.10 GUARANTEE/WARRANTY A. The Contractor shall guarantee the roof system for a period of five (5) years from the date of acceptance by the Owner/Management. The Contractor shall make all repairs during this period in order to maintain the roof in a watertight condition without additional cost to the Owner/Management. B. Unit Price - Roof "System" Guarantee: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the manufacturer's twenty (20) year "System" type guarantee covering material and workmanship and flashings. The guarantee shall be a term type, without deductibles or limitations on coverage amount. The manufacturer shall make all repairs during this period to maintain the roof watertight and in conformance with this specification without additional cost to the Owner. The Owner has the right, in the case of emergency at any time during this period and without invalidating the this guarantee, to make any temporary repairs that are required in order to protect the buildings and the contents of the buildings from damage due to the roof leaking. The contractor is to provide all communication to and paper work for the material manufacturer, including technical inspections at the completion of the projects. W cstcoast Roof Consulting Page-30 CBRE Kent, WA PART 2 - PRODUCTS 2.1 GENERAL A. The following roofing and flashing specifications are based upon SARNAFIL except as modified or otherwise specified herein, to establish intended types and quantities. Submittals for the following manufacturers will be accepted for review and consideration: 1. SARNAFIL - Sikaplan 6o mil PVC Mechanically Attached Single -ply. 2. JOHNS MANVILLE — SR-6o 6o mil Mechanically Attached Single- 131.Y. B. The Mechanically Attached Roofing System components are to be produced or supplied by a single manufacturer. The accessories and other related components of the specified roofing system and accessories are to be approved by the primary materials manufacturer prior to the installation of the system. C. The roofing products and accessories shall be provided by the same manufacturer issuing the overall "System" guarantee. No deviations. D. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. E. No product shall contain any asbestos or asbestos -related products. 2.2 ROOF MEMBRANE A. Mechanically Attached Roofing Membrane — Sarnafil Sikaplan 60 - 6o mil nominal (o.o6o inch) or Johns Manville SR-60 6o mil nominal (.06o inch) thickness PVC with polyester reinforced membrane. B. Membrane shall conform to ASTM D4434-96 (or latest revision) Standard for polyvinyl chloride sheet roofing and in conformance with Type III. C. Roofing Membrane Color: White. 2.3 FLASHING MATERIALS A. Flashing Membrane — Sarnafil 6o mil G410 Flashing Membrane, or approved equal. Color of flashing membrane shall be White. The flashing membrane shall conform to ASTM D4434-96, and be a Type II, Grade I flashing membrane. Use Sarnafil G459 flashing membrane, or approved equal, at all asphalt contaminated surfaces. Westcoast Roof Consulting Page - 31 CBRE Kent, WA B. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. 2.4 INSULATION AND ROOF BOARD A. First Two (2) Layers of Insulation: Class I, Polyisocyanurate Foam Faced with Asphalt/Glass Mat, or Polymer Glass Mat on Both Sides of Foam and complying with ASTM C-1289. Board shall have a minimum R-Value (as required by the State of Washington "Energy Code"), as determined by ASTM C-51.8 in accordance with the six month conditioning procedure outlined in RIC/TIMA Technical Bulletin 281-1. Maximum board dimension is 4' x 8'. B. Roof Board: Furnish and install one layer of 1/4" Securock roof board from US Gypsum. C. Tapered Insulation (as required for crickets/saddles): Factory Tapered insulation panels (minimum 1/4" in 12" slope), conforming to ASTM C-728. 2.5 RELATED MATERIALS A. Solvent - Solvent welding solution shall be furnished in one -gallon cans with the manufacturers label attached. B. Seam or Lap Sealant — Shall be a liquid PVC sealing compound as approved by the primary material manufacturer. C. Sealant — PVC Urethane Sealant is a single component, non -sag elastomeric polyurethane sealant. D. Adhesive — VOC compliant PVC membrane adhesive shall be used for bonding the PVC flashing membrane to vertical substrates of wood, metal, concrete and Securock, and shall have the manufacturers label attached. E. Aluminum Foil Tape - Aluminum foil tape shall be a 3-mil tape with acrylic adhesive used as a separation layer between small areas of asphalt contamination and over metal joints prior to flashing strips being welded over the joints. F. Termination Bar - The termination bar shall be an extruded aluminum bar used to terminate adhered, reinforced membrane base flashings as approved by primary material manufacturer. Westeoast RoofConsulting Page - 32 CBRE Kent, WA G. Prefabricated PVC Cones — A prefabricated pipe flashing made from 48 mil thick G410 membrane. H. Prefabricated PVC Corners — Prefabricated inside and outside flashing corners made of 6o mil thick membrane. Screws and Plates — All screws and plates shall be as approved by the primary material manufacturer. Fasteners must be FM (Factory Mutual) approved and corrosion resistant. Walkway - Walkway shall be as manufactured by the primary material manufacturer consisting of PVC membrane. Westcoast Roof Consuiting Page - 33 CB RE Kent, WA PART .1 - EXECUTION 3.1 GENERAL A. When installing PVC mechanically attached roofing membrane in cooler weather, it is. recommended that liquids such as solvents, sealants, etc. be stored at warmer temperatures (40 degrees F. or more) until just prior to use in order to facilitate the installation. B. Precautions 1. Do not use membrane or related products near fire or flame. 2. Avoid breathing vapors of solvent, sealant and adhesives. Use with adequate ventilation. Avoid prolonged contact of solvents, sealants and adhesives with skin. 4. Do not use open flames to expedite drying of surfaces, sealants, or adhesives. 5. Consult Material Safety Data Sheets and container labels for specific safety instructions. 6. Do not paint PVC coated metal or membrane with oil -based paint. Consult manufacturer of the membrane for recommendations. 3.2 PREPARATION OF SUBSTRATE A. To prevent delays or interruptions, coordinate work with subcontractors to ensure that components to be incorporated into the mechanically attached roofing system are available as the work progresses. B. Examine substrates to which the roofing materials are to be applied to ensure that their condition is satisfactory for the roofing systems application. C. Substrates for roofing materials shall be dry and free of moisture, oil, dirt, grease, sharp edges and debris. Inspect substrates and correct defects before application of roofing membrane. D. All roof surfaces shall be free of standing water, ice, or snow. Westcoast Roof Consulting Page - 34 CBRE Kent, WA 3.3 3.4 3.5 E. Roofing contractor shall determine the condition of the existing roof deck prior to application. Installation of new membrane roofing over any section will denote acceptability by the roofing contractor of that section. Any corrective action required by having installed new roofing over an unsatisfactory surface shall be the contractor's responsibility. CRICKET INSTALLATION A. Install tapered crickets in insulation adhesive at all penetrations 4' and larger in the direction of slope, including skylight curbs. INSULATION AND ROOF BOARD INSTALLATION A. High Thermal Insulation: Install two layers of polyisocyanurate roof insulation (maximum 4' x 8') per the requirements of your chosen manufacturer requirements, joints should be butted tightly. B. Install one layer of 1/4" Securock. Each 4' x 8' sheet of roof board shall be attached over the installed insulation and into the plywood substrate with a minimum of six (6) fasteners per sheet on horizontal surfaces. A minimum of four (4) fasteners shall be installed on any board combination cut of a dimension less than the aforementioned. The long joints of the roof board shall be continuous, with the short joints staggered a minimum of 3o" in the length direction. C. Apply no more insulation/roof board than can be completely covered with the PVC membrane on same day. MEMBRANE INSTALLATION A. Membrane is to be attached with fasteners and seam plates according to Manufacturer (6" on center in seam maximum). Membrane overlaps shall be shingled with the flow of water. Full -width rolls shall be fastened perpendicular to the direction of the underlayment board where possible. B. Perimeter and Corner Areas: Over the properly installed and prepared substrate surface, half -width rolls are to be installed parallel with the entire perimeter edge. The number of adjacent half -rolls will be determined by building height and width. Fasteners and seam plates are installed along the edge of the membrane on the fastening line at a spacing determined by Manufacturer. Seam plates are held -back 1 inch from the outer edge of the membrane. The adjacent half -roll is positioned to overlap the fastened edge of the first half -roll by 5-1/2 inches in accordance with the overlap lines marked on its edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the seam plate for heat -welding. Vtlesteoast Roof Consulting Page - 35 CB RE Kent, WA C. Fasteners shall clamp the field membrane tightly to the substrate. In corner areas where perimeter half -rolls intersect, add rows of fasteners and seam plates over the top the half -rolls and %veld a PVC coverstrip above them for watertightness. D. Perimeter area is defined as the outer boundary of the roof. If the roof is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter. Typically, internal expansion joints and firewalls are not considered to be full perimeters. E. The ridge area is defined as the high point in the roof area formed by two intersecting planes. When the sum of the slopes is a minimum of 4 inches in 12 inches, each side of the ridge shall be treated as a perimeter area. F. Securement around perimeter and rooftop penetrations: Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, fasteners and seam plates shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque -sensitive fastening tools Vti t h depth locators. Fasteners shall clamp the membrane tightly to the substrate. 3.6 WELDING OF LAP AREAS A. All seams shall be hot-air welded. Seam overlaps should be 3 inches wide when automatic machine -welding and 4 inches wide when hand -welding, except for certain details. Welding equipment shall be provided by or approved by Manufacturer. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Manufacturer Technical Representative prior to welding. C. All membrane to be welded shall be clean and dry. D. Hand -welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. Westeoast Roof Consulting Page - 36 CBRE Kent, WA 3.7 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding, temperature has been reached and the membrane begins to "flow," the hand roller is positioned perpendicular to the nozzle and pressed lightly. For straight seams, the 1-1/2 inch wide nozzle is recommended for use. For corners and compound connections, the 3/ 4 inch wide nozzle shall be used. E. Machine Welding 1. Machine Nvelded seams are achieved by the use of automatic welding equipment. When using this equipment, instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate %%Tinkles. F. Quality Control of Welded Seams: The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark grey material from the underside of the top membrane. On -site evaluation of welded seams shall be made daily by the Applicator to locations as directed by the Manufacturer's Field Representative. One inch wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. FLASHING INSTALLATION A. All flashings shall be installed concurrently with the roof membrane as the job progresses. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent -resistant surfaces. Westeoast Roof Consulting Page - 37 CBRE Kent, WA B. VOC Compliant Adhesive for Membrane Flashings Over the properly installed and prepared flashing substrate, adhesive shall be applied according to instructions found on the Product Data Sheet. The adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be applied in the same manner, overlapping the edges of the panels as required by welding techniques. C. All flashings shall extend a minimum of 8 inches above roofing level unless otherwise accepted in writing by the roofing material manufacturer. D. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the membrane. E. Membrane flashings shall be terminated according to recommended detail drawings. F. At parapet walls, the single ply roof membrane shall be fully -adhered to acceptable substrate using an approved VOC compliant adhesive. The membrane shall extend up vertical surfaces and terminate along the top outside edge of the parapet walls' horizontal plane with an approved termination bar mechanically attached with appropriate fasteners, and the edge of the membrane sealed with approved sealant. The wall flashing assembly shall be installed in accordance with the manufacturer's technical department for additional securement and assembly, of wall heights in excess of thirty (30) inches. G. PVC coated metal flashing shall be installed in accordance with the manufacturer's standard detail drawings. 1. Complete all metal work concurrently with roofing and flashings so that a watertight condition exists daily. 2. Metal shall be installed to provide adequate resistance to bending and to allow for normal thermal expansion and contraction. All metal flashings and terminations shall be securely fastened in the plane of the roof deck with fasteners approved by the manufacturer. Westcoast Roof Consulting Page - 38 CBRE Kent, WA 4. All PVC coated metal shall be fabricated to form hemmed edges to prevent sharp metal edges from cutting the membrane, except when in conjunction with wood nailers. H. Install pre -manufactured or field fabricated flashings at all pipes, vents, ducts, etc., in accordance with the manufacturer's requirements. Install manufacturers approved tape over asphalt or other contaminants on the penetrations. Install stainless steel pipe clamps near the top edges of the flashings and seal the top edges of the flashings to the penetrations with approved sealant. 3.8 WALKWAY INSTALLATION A. Walkways shall be installed at each roof access hatch, at each mechanical unit service access panel, under ballasted satellite dish supports, and as designated at the Pre -Bid Meeting. B. Walkway Installation: i. Install walkway material over clean and dry surfaces. 2. Layout areas where walkway material is to be installed lA ith most of the material being oriented so that it is placed between the field seams in maximum lengths of twelve (12') feet with each adjacent section of walkway tread material spaced four inches (4") from one adjacent tread panels. 3. Fully adhere sections of the walkway tread material to the roofing membrane that are not being hot air welded together with membrane adhesive. 4. Hot air -weld the perimeter of the properly positioned Walkway Material. Check seams for any voids or inconsistencies that might prevent watertightness. S. Apply seam sealant at all welded edges. 3.9 FIELD QUALITY CONTROL AND INSPECTIONS A. Site Condition: Leave all areas around job site free of debris, roofing materials, equipment and related items after completion of job. B. Notification Of Completion: Notify the manufacturer by means of manufacturer's printed Notification of Completion form of job completion in order to schedule a final inspection date. Westconst Roof Consulting Page -39 CBRE Kent, WA C. Final Inspection 1. Post -Installation Meeting: Hold a meeting at the completion of the project, attended by all parties that were present at the pre -job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. D. Issuance Of The Guarantee: Complete all post installation procedures and meet the manufacturer's final endorsement for issuance of the specified guarantee. End of Section 14'estcoast Roof Consulting Page - 40 CBRE Kent, WA SECTION o7600 — 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. 13. Applicator is SOLELY responsible for accuracy of all measurements and estimates of material, quantities, and sizes. C. Related Disciplines: 1. Rough Carpentry. 2. Single Ply Roofing. 1.2 REFERENCE STANDARDS A. Standards: Comply with latest edition of standards specified in this section and as referenced below: 1. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association, Fifth edition, 1993, as published by SMACNA. 2, The NRCA Roofing and Waterproofing Manual, Latest Edition, - National Roofing Contractors Association. 3. Published installation instructions from manufacturers of selected products. 4. Annual Book of ASTM Standards, Latest Revision — American Society for Testing and Materials. 5. Property Loss Prevention Data Sheets For Roofing Contractors — FM Global. Wes:coast Roof Consulting Page - 41 CBRE Kent, WA 1.3 QUALITY ASSURANCE 1.4 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. 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. 1.6 GUARANTEE A. All new materials and workmanship provided under this section of the specification shall be guaranteed in writing by the Contractor to maintain all sheet metal flashing in a watertight condition without cost to the Owner/Management for a period of five years after date of acceptance of roof. Westeoast Roof Comulting Page- 42 CBRE Kent, WA FART II - PRODUCTS 2.1 General A. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. B. No product shall contain any asbestos or asbestos -related products. 2.2 Materials A. Flashing Metal - A PVC -coated, heat -weldable sheet metal capable of being formed into a variety of shapes and profiles. Clad is a 25 gauge, G90 galvanized metal sheet with a 20 mil unsupported Energy Smart White membrane laminated on one side. B. Galvanized Steel shall be G-90 hot -dipped material, minimum 24 gauge. 1. Specification References a. Fed. Spec. AA-S-775d. b. ASTM A653/A653M — Standard Specification for Steel Sheet, Zinc -coated (Galvanized) or Zinc -Iron Alloy — Coated by the Hot Dip Process. C. Kynar Pre -finished Steel shall be minimum 24 gauge. i. Approved Products a. PAC -CLAD by Peterson Aluminum Corporation. b. TUFFCLAD by Clad -Tex Metals. c. Approved equal. 2. Color shall be selected by the Owner/Management from the manufacturer's standard colors. D. Flashing Metal - PVC Clad Metal shall be as manufactured by the primary material manufacturer, used for flashing and detailing. E. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced manual. Westcoast Roof Consuiting Page - 413 CBRE Kent, WA F. Continuous clip, where required, shall be fabricated with material one gauge heavier than connecting component. Masonry/Concrete Fasteners 1. Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. Expansion fasteners shall be zinc alloy with stainless steel nail and mushroom head (nylon or plastic anchors are not approved). 4. Stainless steel/neoprene sealing washers shall be installed for either threaded or expansion type fasteners, where exposed. 5. Fasteners to be nominal 1/4" thickness minimum and of sufficient length to penetrate the masonry/concrete 1-1/4". H. Wood Fasteners 1. Corrosion -resistant, self -drilling screw with hex washer head for exposed fastening. 2. Stainless steel/neoprene sealing washers shall be installed for all exposed fasteners. Fasteners to be of sufficient length to penetrate the wood a minimum oft-1/4". 4. 1-1/2" x ii-gauge ring shank roofing nails shall be used for concealed fastening into wood. 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. 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 - 44 { CBRE Kent, WA 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 FABRICATION 3.3 A. Sheet metal shall be formed accurately to shapes as indicated on the drawings and in conformance with detail drawings. Contractor shall be responsible for all dimensions. B. Metal counterflashings shall have a minimum 4" vertical face and all copings, edge flashings, platform pans, etc., shall have a minimum 3" vertical face, or as otherwise noted on the detail drawings. C. All exposed edges of cut sheet metal shall be folded back on concealed surfaces to form a hem. In addition, a drip lip shall be broke at the base of all vertical surfaces. D. Metal end joints shall be lapped a minimum 3" and shall not be mechanically attached. The hem shall be trimmed on one piece and slipped into the adjacent piece. E. Horizontal flanges of edge flashing, turbine vent bases, etc., shall be 4" minimum with rounded corners. F. Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. G. Cross -brake all platform pans to provide slope. INSTALLATION A. Replace the existing skylights with new curb mounted skylights in the same configuration, i.e. vented to replace vented, non -vented to replace non - vented, fusible link/smoke hatch, etc. The skylights shall be standard fiberglass or double dome acrylic curb mounted. The skylights shall be fastened with appropriate screws through steel/neoprene washers in all pre -drilled holes. All vented skylights shall have factory installed storm louvers and all skylights shall have tapered perlite crickets installed on the high side. Westcoast Roof Consulting Page - 45 ( CBRE Kent, WA B. Install new PVC clad metal scuppers to replace existing. 3-4 3-5 C. Install new 4" metal counterflashing at all prefabricated metal HVAC curbs and other locations as shown on the drawings secured with appropriate screws through steel/neoprene washers. D. Install new 22 gauge galvanized platform pans at all new and existing platforms. DISSIMILAR MATERIALS A. Dissimilar materials in contact, which are subject to electrolysis, shall be protected against such action prior to installation. Protective materials shall not be visible after installation. Protect metals by coatings recommended by manufacturer, or separated by felt, EPDM, etc. JOINTS A. Caulking of sheet metal shall be neatly and thoroughly performed for a watertight seal. Sealant shall be installed between all laps, along the exposed joints, and in other locations shown on the drawings. B. Surfaces to receive sealant shall be thoroughly cleaned as recommended by the sealant manufacturer. All bitumen coating materials, roof cement, adhesive residue, rust, old caulking and/or other contaminants shall be removed down to the substrate to which sealant bonding is intended. C. Provide soldered and welded joints where noted on the drawings. 3.6 FASTENING A. Secure metal as shown on detail drawings. Do not in any case install exposed fasteners on a horizontal plane. B. The vertical face of all sheet metal flashings at curbs and platforms shall be secured with appropriate screws through steel/neoprene washers spaced at a maximum 18" on center. C. Do not fasten adjacent coping, counterflashing, etc., sections together at laps or at joint covers, so as to limit expansion/contraction ability. D. All horizontal flanges to be incorporated into the roof system shall be fastened to the underlying wood substrate at 4" on center, staggered. Westeoast Roof Consulting Page - 46 CBRE Kent, WA 3.7 CLEAN-UP A. Debris from sheet metal work shall be frequently removed from building site as it accumulates. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris. End of Section Westcoast RoofConsulting Page - 47 RECEIVED CITY OF TUKWILA AUG 1 2 2019. PERMIT CENTER oDleo FILE (NEW) COPING METAL EXISTING INSULATION EXISTING SUBSTRATE (NEW) SIKA SARNAFIL MEMBRANE WELDED TO RHINOBOND PLATE (NEW) 1/2" HIGH DENSITY ROOF BOARD ///i//fir//✓7/// ///// .1" Polyiso (New) rREVIEWED FOR CODE COMPLIANCE APPROVED AUG 14 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 2 2019 PERMIT CENTER O(eO 8" min. F/V/i/7r7 PIPE PENETRATION SIKAFLEX-1A OR SIKASIL SG-15 SEALANT STAINLESS STEEL HOSE CLAMP SARNAFIL FLASHING MEMBRANE SARNAFASTENER AND SARNADISC SARNAFIL BASE FLASHING, HOT-AIR WELDED SARNAFIL MEMBRANE INSULATION SECURELY FASTENED COVER BOARD (AS REQUIRED) ////e/F,77111/ZZ/A STRUCTURAL DECK VAPOR RETARDER (AS REQUIRED) NOTE: 1) SEALANT IS A MAINTENANCE ITEM. MAINTENANCE IS NOT COVERED UNDER SARNAFIL WARRANTY. 2)VAPOR RETARDER SHALL BE SEALED AT EDGES. CONE FLASHING AT PENETRATION BUILDING TRUST 7 2 00 usa.sa JOB NAME: SCALE: s DATE: 7/ 1 7 FILE NO.: 7-3 RW. NO.: XXX AS A MEMBRANE MANUFACTURER, SIKACoRPORATION CSIKA") REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED N LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANTAND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE. DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION, WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS. THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA,COM. SARNAFIL MEMBRANE "PROTECTION LAYER" HOT-AIR WELDED IN -PLACE .4116 SARNAFIL MEMBRANE UNIT INSULATION SECURELY FASTENED ♦`� -COVERBOARD TREATED WOOD SLEEPER ti (AS REQUIRED) /11111,, tx..ltvi 1 Ld A w //// //! //// //1//////%/ // ///////,/ ///// ! /'f ! J / //1 //////: /////j/ ///// /1 /// /3///0//////,,/,77/ 7 • STRUCTURAL DECK VAPOR RETARDER TREATED WOOD NAILER TO MATCH (AS REQUIRED) HEIGHT OF INSULATION NOTES' 1) WEIGHT OF UNIT TO 2) IF WEIGHT OF UNIT EXCEEDS NAILER BELOW THE SARNAFIL 3)VAPOR RETARDER SHALL BE EVENLY BE EXPOSED DISTRIBUTED MAXIMUM ALLOWED MEMBRANE SEALED AT IS EDGES. OVER CROSS -SECTIONAL BY INSULATION MANUFACTURER, REQUIRED. WOOD AREA OF SLEEPER EXPOSED A TREATED WOOD WOOD NAILER, jilia BUILDING TRUST JOB NAME: SCALE: N.T.S./ DATE: 1 FILE NO..: 8-2 DWI, DNO.: \/` XXX X781-828-5400 usa.samafLsika,com AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ('SIKA') REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER. FOR A PROJECT SOLELY FOR THEPURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT, THIS REVIEW 15 NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND 15 NOT BEING CONDUCTED N LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE DETAILSANU SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION, WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA,SARNAFIL.SIKA.COM. 8" MIN. 4" MIN. NON -REMOVABLE UNIT GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SIKAFLEX-1A OR SIKASIL SG-15 SEALANT ONTO BACK SIDE -SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SARNAFIL SECUREMENT HOT-AIR WELD SARNAFIL MEMBRANE *41 COVERBOARD (AS REQUIRED) zgififf/1/11",")/7//fa STRUCTURAL DECK VAPOR RETARDER (AS REQUIRED) INSULATION SECURELY FASTENED Ii 1) METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C. WITH GROMMETTED FASTENER. 2) VAPOR RETARDER SHALL BE SEALED AT EDGES. NON REMOVABLE CURB FLASHING BUILDING TRUST 781-828-5400 usa,sarnatiLsikazorn JOB NAME: SCALEz N.T.s. DATE: 711 7 FILE NO.: 5-2 DRW, NO XXX AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ('SIKA') REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED N LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE DETAILSAND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKATERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. INSULATION SECURELY FASTENED SARNAFIL MEMBRANE VAPOR RETARDER (AS REQUIRED) HOT—AIR WELD SPECIFIED SARNAFIL SECUREMENT SARNAFIL FLASHING MEMBRANE ADHERED TO ACCEPTABLE SURFACE -40--- METAL CAP FLASHING n COVER BOARD (AS REQUIRED) Imi 1 ` 77., Z A 44. 1J/////fII����//////���f!!!.4 STRUCTURAL DECK TREATED WOOD BLOCKING SECURELY FASTENED NOTES: 1) NAILERS SHALL BE SECURELY FOOT IN ANY DIRECTION. 2) VAPOR RETARDER SHALL BE ANCHORED SEALED AT EQUIPMENT TO EDGES. THE DECK TO RESIST A FORCE SUPPORT OF 300 POUNDS PER LINEAL fika BUILDING TRUST JOB NAME: SCALE: N'T'�' DATE: t �I 7 FILE Na.: 8-3 DRW. NO.: XX 781-828-5400 usa.sarna1i.sika.com AS A MEMBRANE MANUFACTURER, SIKA CORPORATION MIKA") REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED IN LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. i 4" MIN 8" MIN SELF -FLASHING UNIT ADDITIONAL WOOD BLOCKING, IF REQUIRED (TO ACHIEVE AN 8 IN. MIN. FLASHING HEIGHT) GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE IF REQUIRED (SEE NOTE) SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SARNAFIL SECUREMENT HOT -MR WELD SARNAFIL MEMBRANE SUBSTRATE AIR / VAPOR BARRIER (AS REQUIRED) INSULATION SECURELY FASTENED NOTE. 1) METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C. WITH GROMMETTED FASTENER. 2) VAPOR BARRIER SHALL BE SEALED AT EDGES. REMOVABLE CURB FLASHING BUILDING TRUST 781-828-540D u s a, s a m afi I. s i k a. co m JOB NAME: SCALE:N.T•S• DATE: 7/23 XXX XXX FILE NO.: 5-1 DRW. NO.: XXX AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ("SIKA") REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED IN LIEU OF SOUND ENGINEERING AND ARCHITECTURAF. PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA,COM. 8" min. PIPE PENETRATION SARNAFIL MEMBRANE CAP ALUMINUM TAPE (SEE NOTE) SARNAFIL FLASHING MEMBRANE SARNAFASTENER AND SARNADISC SARNAFIL BASE FLASHING, HOT-AIR WELDED SARNAFIL MEMBRANE COVERBOARD (AS REQUIRED) STRUCTURAL DECK INSULATION SECURELY FASTENED VAPOR RETARDER (AS REQUIRED) HOTES: 1) ALUMINUM TAPE IS REQUIRED IF EXISTING PENETRATION IS CONTAMINATED. 2) VAPOR RETARDER SHALL BE SEALED AT EDGES, VENT STACK FLASHING BUILDING TRUST 781-828-5400 usa.sarnafil.sika.com AS A MEMBRANE MANUFACTURER, SIKA c0RPORAT1ON REVIEWS DETAiLS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT, THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SOCA AND IS NOT BEING CONDUCTED IN LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT ANERCIR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION, WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR StKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SKR PRODUCTS AND SERVICES ARE SUBJECT TO SIKATERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. STAINLESS STEEL HOSE CLAMP METAL CURB 8"min. 4" min. r — T /7/3/ FIBERGLASS BATTEN HOT STACK RAIN COLLAR WITH HIGH TEMPERATURE SEALANT SARNAFIL FLASHING MEMBRANE SARNAFASTENER AND SARNADISC SARNAFIL BASE FLASHING, HOT—AIR WELDED SARNAFIL MEMBRANE COVERBOARD (AS REQUIRED) 7/..A01/3,71/#27// STRUCTURAL DECK INSULATION SECURELY FASTENED VAPOR RETARDER (AS REQUIRED) MOTES: 1) SARNAFIL MEMBRANE SHALL NOT BE IN CONTACT WITH SURFACES HAVING SUSTAINED TEMPERATURES ABOVE 160*F. 2) VAPOR RETARDER SHALL BE SEALED AT EDGES. HEATED STACK FLASHING BUILDING TRUST 781-828-5400 usa.samafiLsika.com OB NAME: SCALE: N.T.S. DATE: 7/ 1 7 FILE NO.: 7 DRW. NO.: XXx AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ("SIKA') REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SO ELY FOR THE PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW 15 NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED IN LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT. CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. FOR THE PREPARATION ANO APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA,SARNAFIL.SIKACOM. PIPE PENETRATION SIKAFLEX-1A OR SIKASIL SC-15 SEALANT -STAINLESS STEEL HOSE CLAMP SARNASTACK UNIVERSAL SARNAFASTENER AND SARNADISC HOT-AIR WELDED SARNAFIL MEMBRANE COVERBOARD (AS REQUIRED) Irw1k A / //7 , STRUCTURAL DECK INSULATION SECURELY ATTATCHED VAPOR RETARDER (AS REQUIRED) NOTE; 1) SEALANT IS A MAINTENANCE ITEM, MAINTENANCE IS NOT COVERED UNDER SARNAFIL WARRANTY. 2) VAPOR RETARDER SHALL BE SEALED AT EDGES. 3) PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 4)DECK FLANGES OF THE PRE -MOLDED PIPE SEAL SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE CHANGE. 5) THE EMPTY SPACE MAY BE FILLED WITH AN EXPANDING URETHANE FOAM. THIS WILL MINIMIZE CONDENSATION FORMATION AS WELL AS PROVIDING SOME RESILIENCY TO THE FINISHED DETAIL. SARNASTACK UNIVERSAL JOB NAME: DATE: 7/17 FILE NO: 7-3A DRW. NO.: XXX AS A MEMBRANE MANUFACTURER, SIKA CORPORATION ('SIKA') REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THEPURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT, THIS REVIEW 1S NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND 15 NOT BEING CONDUCTED N LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR THE DESIGN OF THE ROOFING 014 WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR, ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. METAL COPING CAP WITH WATERTIGHT JOINTS Ilk 111 SELF ADHERED FLASHING BY OTHERS .0, SARNASTOP FASTENED AT BASE OF WALL OR CURB ALTERNATE BASE FASTENING T � ALUMINUM TAPE 1 SARNACLAD COUNTERFLASHING FLASHING MEMBRANE SARNASTOP AND SARNAFASTENERS EQUIPMENT PAD HOT-AIR WELD SARNAFIL MEMBRANE r.,r .-__. ___-____. ,-..___ /. ///,';//,,,:r/ .; /7 /4.'7; 73/7./ ,/,"/ /7"/ / / ///y. / / / / :////tiff///// :///, STRUCTURAL DECK EQUIPM ENT -VAPOR PAD --INSULATION RETARDER -COVER DETAIL SECURELY (AS BOARD REQUIRED) (AS REQUIRED) FASTENED iiiia BUILIDNG TRUST JOB NAME: SCALE: N.T.S. DATE: 7/17 FILE NO.: 8 DRW. NO.: XXX 789-828-5400 usa.samafit,Sika.com AS A MEMBRANE MANUFACTURER, SIKA CORPORATION (SIKA") REVIEWS DETAILS PREPARED BY THE CONSULTANT, ARCHITECT AND/OR ENGINEER FOR A PROJECT SOLELY FOR THE .PURPOSE OF DETERMINING IF A SIKA WARRANTY MAY ISSUE FOR THE PROJECT. THIS REVIEW IS NOT TO BE CONSTRUED AS APPROVAL OF DETAILS BY SIKA AND IS NOT BEING CONDUCTED N LIEU OF SOUND ENGINEERING AND ARCHITECTURAL PRACTICES AND JUDGMENT AND SHOULD NOT BE RELIED UPON FOR THAT PURPOSE. SIKA CORPORATION ASSUMES NO LIABILITY WITH RESPECT TO THE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM. THE ARCHITECT, CONSULTANT AND/OR ENGINEER OR DESIGN PROFESSIONAL FOR A PARTICULAR PROJECT BEARS THE SOLE RESPONSIBILITY FOR 1HE DESIGN OF THE ROOFING OR WATERPROOFING SYSTEM, FOR THE PREPARATION AND APPROVAL OF THE DETAILS AND SHOP DRAWINGS, AND FOR DETERMINING THEIR SUITABILITY FOR A PARTICULAR PROJECT OR APPLICATION. WHILE SIKA PROVIDES GENERAL INSTRUCTIONS FOR THE INSTALLATION OF ITS MEMBRANE AS WELL AS TRAINING FOR SIKA AUTHORIZED APPLICATORS, THE MEANS AND METHODS USED BY THE CONTRACTOR FOR SURFACE PREPARATION AS WELL AS THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN THE INSTALLATION OF THE SIKA MEMBRANE ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SALE OF SIKA PRODUCTS AND SERVICES ARE SUBJECT TO SIKA' TERMS AND CONDITIONS OF SALE AVAILABLE AT USA.SARNAFIL.SIKA.COM. C:1 FRMtT COORD COPY PLAN EVIEW/ROUTING SLIP PERMIT NUMBER: D19-0260 DATE: 08/12/19 PROJECT NAME: GATEWAY NORTH BLDG 6 SITE ADDRESS: 3425 S 116TH ST BLDG 6 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: nu 4uilding Division Public Works W Fire Prevention Structural Planning Division P Permit Coordinator si PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required T DATE: 08/13/19 Structural Review Required DATE: Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/10/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 Home Espailot Contact Safety & Health Claims & Insurance Oft Washington State Department oi / Labor & Industries Search L&I Search AZ Indox Heil) L&I Workplace Rights Trades & Licensing COMMERCIAL INDSTRL ROOFING INC Owner or tradesperson Principals DUGAN, WILLIAM L JR, PRESIDENT DUGAN, CHRISTINA D, PRESIDENT (End: 04/28/2011) Doing business as COMMERCIAL INDSTRL ROOFING INC WA UBI No, 600 346 392 3601 121ST STREET SW LYNNWOOD, WA 98087 425-423-0900 SNOHOMISH County Business type Corporation Governing persons CHRISTINA DEE DUGAN WILLIAM LEN JR DUGAN; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Ficense Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. COMMEI*205JJ Effective — expiration 04111/1980— 05/16/2021 Bond GREAT AMERICAN 612,000.00 Bond account no. 0404872 Received by L&I Effective date 05/02/2002 04/1112002 Expiration date Until Canceled Insurance TOKIO MARINE SPECIALTY INSURAN $1,000,000,00 Policy no, ppk1881975 Help us improve Received by L&I 09/19/2018 Effective date 10/01/2018 Expiration date 10/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts ate recorded for this contractor license during the previous 6 year period, but some debts may be recorded b,' other agencies. License Violations No license violatio ,s during the previous 6 year period. Workers' ccmp Public Wor;.s Requirements Workplace :„:afety and health ©Washington State Dept. of Labor & industries. Use of this site is subject to the laws of the state of Washington. Help us improve