The URL can be used to link to this page

Home My WebLink AboutPermit D13-066 - AIR FLOW - TENANT IMPROVEMENTAIR FLOW BUILDING 6275 S 143 PL D13-066 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 3365901865 Address: 6275 S 143 PL TUKW Suite No: Project Name: AIR FLOW DEVELOPMENT PERMIT Permit Number: D13-066 Issue Date: 04/22/2013 Permit Expires On: 10/19/2013 Owner: Name: MCPMC ENTERPRISES Address: C/O KIDDER MATHEWS , 12886 INTERURBAN AVE S 98168 Contact Person: Name: JAY MYLAN Address: 12511 238 ST SE , SNOHOMISH WA 98296 Contractor: Name: MY -LAN COMPANY INC Address: 12511 238TH ST SE , SNOHOMISH, WA 98296 Contractor License No: MYLANCI009DC Lender: Name: CBIC Address: PO BOX 8271 , SEATTLE WA 98109 Phone: 206-954-7444 Phone: 360 668-4455 Expiration Date: 02/25/2014 DESCRIPTION OF WORK: INSTALL NEW TPO MEMBRANE ROOF SYSTEM MANUFACTURED BY GAF OVER THE TOP OF A 4 -PLY BUILT-UP ROOF Value of Construction: $19,560.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $779.67 International Building Code Edition: 2009 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-066 Printed: 04-22-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: Date: Public: Non -Profit: N Public: » (3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. / Signature: � a i�ili✓ Date: "/' Print Name: UCL / %'./ ThisP ermit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D13-066 Printed: 04-22-2013 7: Prior to final inspection for this building iit, a copy of the roof membrane manufactuiwarranty certificate shall be provided to the building inspector. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: ***FIRE DEPARTMENT CONDITIONS*** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: If the asphalt kettle/tank is propane fueled, an LP -Gas permit is required to be otained from the Tukwila Fire Department located at 444 Andover Park East, Tukwila WA 98188, (206)575-4407. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-066 Printed: 04-22-2013 CITY OF TUK Community Developn t Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe*t No. Gj �p Project No. Date Application Accepted: Date Application Expires: e')-40 �( 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: la 27/S— 3 . 143 q- • P, Air Flow By, Id ►1'IGj Tenant Name: PROPERTY OWNER Name: Do f, K l el in i. S+01,1 SY/OW Address: `Zggo fVI}+ruthan chit . . City: C60_141 State: WI Zip: qg i tog (CONTACT PERSON — person receiving all project communication Name: Out ( a Address: 12611— 2-3 $ U` Sr sE. State: \„ Zip:pig1j Y' �t City: SADhD I`,ACell Phone: Fax\ Q200 sLt-7 bi))10 - 9s Email: GENERAL CONTRACTOR INFORMATION Company Name: n1'_ Ltu'i /1 (•D 1 Address: 19-o.1300( rI � citrwood►nvi f lState: wit} Zip:6/g072 Phone: (109.) b (of5- iNSS Fax: QbD\ tloff-1 q — Contr Reg No.:t, my1a clonaoc Exp Date:.7.4as'/q. Tukwila Business License No.: 13(,15 O I 00237 4— H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh King Co Assessor's Tax No.: Suite Number: Floor: 1 New Tenant: ❑ Yes EJ.. No ARCHITECT OF RECORD Company Name:Ell�, Engineer Name: -{ `LCL nQ i i.e.7�'T'T I C� Company Name: City: Zip: cygll .SeQI"l It State: w9 Phone: 0_ Szs _ Z51017 Fax: 0522, _ (obR$ Architect Name: City: C ,d1lTrlt State: wit Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name:Ell�, Engineer Name: -{ `LCL nQ i i.e.7�'T'T I C� Address:Q12s. — 3 y cwt. kg Re.2. �. 7 City: Zip: cygll .SeQI"l It State: w9 Phone: 0_ Szs _ Z51017 Fax: 0522, _ (obR$ Email: e..110j )Y)eer OLA Cdr✓1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Cl- t y2 . Address: P O, 6a( , 27/ City: C ,d1lTrlt State: wit Zip: qg/0t Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid prig : $ /g)5(4. GYM Existing Sfiilding Valuation: $ Describe the scope of work (please provide detailed information): )YI SYQ 11 T ?O • 1')'IP.pi b1 e- .9stpm m u ol-ovd 001--3-6 °pa 4 e►611-14e Will there be new rack storage? ❑ ....Yes ,] ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms -Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor g 1 2nd Floor 1 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms -Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 . .I PERMIT APPLICATION NOTES — • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: � i L1 Print Name: ►41 mkt 1 Mailing Address: 19-0i Y tX ( 917 - H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February2012 bh Date: �6 10 Day Telephone: k?-0bj IS11— 74'4 Woad n v� I� a W 4 q$072— H: \ApplicationsTonns-Applications go72 - City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 3365901865 Address: 6275 S 143 PL TUKW Suite No: Applicant: AIR FLOW RECEIPT Permit Number: D13-066 Status: APPROVED Applied Date: 02/26/2013 Issue Date: Receipt No.: R13-01379 Initials: User ID: WER 1655 Payment Amount: $474.30 Payment Date: 04/22/2013 11:58 AM Balance: $0.00 Payee: MY -LAN CO INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8335 474.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 469.80 640.237.114 4.50 Total: $474.30 D.in+e.1• _1•1 _"3114 ID City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 3365901865 Address: 6275 S 143 PL TUKW Suite No: Applicant: AIR FLOW RECEIPT Permit Number: D13=066 Status: PENDING Applied Date: 02/26/2013 Issue Date: Receipt No.: R13-00912 Payment Amount: $305.37 Initials: WER Payment Date: 02/26/2013 01:56 PM User ID: 1655 Balance: $474.30 Payee: GERALD MYLAN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 080923 ACCOUNT ITEM LIST: Description 305.37 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 305.37 Total: $305.37 D.in+n 1 • Al 9R_ )A1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,.Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line.(206) 431-2451 Project: A t C. f tO LJ Type ofjj�ispection: 1-- I Q Pr ,(,, / �/t/ 'ti plOVietk(. Address: (..2.. 73 S I `-13 -P2.- Date Called:: r. CeIVAN1S1e( 114 I Special Instructions: Date Wanted: G--Io--1-3 a.m. cam: _ ,� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. \ COMMENTS: `- • CO thtit&i rfeilyefS % / �/t/ 'ti plOVietk(. f, . 4 c\m►-t CeIVAN1S1e( 114 I In ec lNSPECTION4EE REQUIRED. Prior to next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date.;I GAF MATERIALS CORPORATION 0 t3 No. G2013-00004161 EVERGUARD® SYSTEM PLEDGETM ROOF GUARANTEE OWNER: KLEIN & SNOW, SEATTLE, WA 98168 NAME AND TYPE OF BUILDING: AIR FLOW BUILDING PERIOD OF COVERAGE: 15 Wearher!Stopper System Pledge' R°nf Gumnelrr YEARS ADDRESS OF BUILDING: 6275 S 143RD PLACE, TUKWILA, WA 98168 SPECIFICATION' TMARN60 APPLIED BY MY -LAN COMPANY INC / SNOHOMISH, WA AREA OF ROOF: 86.00 SQUARES DATE OF COMPLETION: 06/17/2013 EXPIRATION DATE 06/17/2028 THE GUARANTEE GAF MATERIALS CORPORATION ("GAFMC") guarantees to you, the original owner of the building described above, that GAFMC will repair leaks through the EverGuard° roofing membrane, base flashing, high wall waterproofing flashings, insulation, expartsion.joint cov- ers, preflashed accessories and coated-edge-metal-(the-"EverGuard° Roofing-Mate?ials") resulting from the causes listed below while this guarantee is in effect. Scope Of Coverage - Leaks Caused by: 1. Natural deterioration of the EverGuard° Roofing Materials 4. Buckles and wrinkles 2. Splits not caused by structural failure or movement of or cracks 5. Workmanship in applying the GAFMC Roofing Materials in substrate roof base or non-GAFMC insulation over which the EverGuard Roofing Materials are applied 3. Ridges These repairs will be made at no cost to you provided that you give timely written notice to GAFMC. GAFMC's MAXIMUM LIABILITY under this guarantee shall not exceed in the aggregate over the life of this guarantee more than $ 133.72 per 100 square feet of roof area. Leaks caused by any materials other than those listed above, such as the roof deck, non-GAFMC insulation, or any other materials used in the construction of the roof system, are not covered. GUARANTEE PERIOD This guarantee ends as of the date listed above. Note: Some systems require the use of specialized accessories in the roofing system. Where Lexsuco flashings are used, they are covered by this guarantee only for the first ten years. OWNER'S RESPONSIBILITIES In the event of a leak through the EverGuard° Roofing Materials, you must notify the GAFMC Guarantee Services Department, 1361 Alps Road, Bldg. 11-1, Wayne, New Jersey 07470 in writing about the leak within 30 days atter its discovery or GAFMC will have no responsibility for any repairs. NOTE: the roofing contractor is NOT an agent of GAFMC; notice to the roofing contractor is NOT notice to GAFMC. By notifying GAFMC, you authorize GAFMC to investigate the cause of the leak. If the investigation reveals that the leak is not covered by this Guarantee, you agree to pay an investigation cost of $500. This Guarantee will be cancelled if you fail to pay this cost within 30 days of your receipt of an invoice for it. You must perform regular inspections and maintenance and keep records of this work. Any equipment or material that impedes any inspection must be removed at your expense so that GAFMC can perform inspections. You must make repairs to the building or roof components not covered under the guarantee that are identified dunng an Inspection as necessary to preserve the integnty of the EverGuard° Roofing Materials. This guarantee will be cancelled if you fail to do so in a timely manner. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in Cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the EverGuard Roofing Materials. EXCLUSIONS FROM COVERAGE This Guarantee does NOT cover leaks caused by the following or conditions other than leaks: 1. Lack of roof maintenance or conditions other than leaks. 2. Unusual weather conditions or natural disasters including, but not limited to, windstorms, hail, floods, hurricanes, lightning, tomados, 4. and earthquakes. 3. Damage to the roof constructed of the EverGuard° Roofing 5. Materials due to: (a) movement or cracking of the roof deck or 6. budding; (b) improper installation or failure of any non-GAFMC insulation or materials; (c) infiltration or condensation of mois- ture through or around the walls, copings, building structure or 7. surrounding materials; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; (e) the failure of wood nailers to remain attached to the structure; or (f) exposure to post installation sustained temperatures in excess of 160°F. Changes in the use of the building unless approved in writing in advance by GAFMC. Traffic of any nature on the roof. Any repairs, modifications or additions to the EverGuard° Roofing Materials after the roof is completed, unless approved by GAFMC in writing in advance. Any condition (e.g., base flashing height or lack of counter flash- ing) that is not in accordance with EverGuard's Application and Specifications Manual unless specifically accepted by GAFMC in writing. No representative, employee or agent of GAFMC has the authority to assume any additional liability or responsibility for GAFMC unless approved in writing by an authorized Contractor Services Manager. GAFMC shall not be responsible for or liable for anv chance or amendment • w ute cveruuaru- 101)1 speuucauuns nr reyaru to use construction 01 the rocs uescnoeo auove, unless me change anaror amenamem 10 me specifications is approved in writing by an authorized GAFMC Contractor Services Manager. NOTE: Any inspections made by GAFMC are limited to a surface inspection only, are for GAFMC's sole benefit, and do not constitute a waiver of any of the terms and conditions of this guarantee. ASSIGNABILITY You may assign this guarantee to a subsequent owner of this budding for the remaining term only 1: 1) the request is in writing within 60 days after ownership transfer; 2) you make any repairs to the EverGuardo Roofing Materials or other roofing or building components that are identified by GAFMC after an inspection as necessary to preserve the integrity of the EverGuard' Roofing Materials; and 3) you pay an assignment fee of $500. This Guarantee is NOT otherwise assignable by contract or operation of law, either directly or indirectly. LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW THIS GUARANTEE IS EXPRESSLY IN LIEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED GUARANTEE OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liability of GAFMC, whether any claim against it is based upon negligence, breach of guarantee or any other theory. In NO event shall GAFMC be liable for any CONSEQUENTIAL OR INCIDENTAL DAMAGES of any kind, including, but not limited to interior or exterior dam- ages and/or mold growth. The parties agree that, as a condition precedent to litigation, any controversy or claim relating to this Guarantee shall be first submitted to mediation before a mutually acceptable mediator. In the event that mediation is unsuccessful, the parties agree that neither one will commence or prosecute any lawsuit or proceeding other than before the appropriate state or federal court in the State of New Jersey. This Guarantee shall be governed by the laws of the State of New Jersey, without regard to principles of conflicts of laws. Each party irrevocably consents to the jurisdiction and venue of the above identified courts. NOTE: This Guarantee becomes effective only when all bills for installation and supplies have been paid in full to the roofing contractor and materials suppliers, and the Guarantee charge has been paid to GAF Materials Corporation. This guarantee is applicable only in the U.S.A. and must have a raised seal affixed to be valid. GAF MATERIALS CORPORATION 1361 ALPS ROAD, BUILDING 11-1 WAYNE. NJ 07470 By— l/ _ ��— 07/19/2013 Date 02008 GAF Materials Corporation • 8/08 COMTS704A SFr:TAW: PERM T ::i0UiFIPD FOR. echanleafi ITiElectricall __as pipit ‘j of TilkWilia F DIVISION (Iv \ • 40, 66' ' • —.." REVISIONS ?" ..o changes shall be made to the scope 77 c foric without prior ;,.pproval of .7,.icriqa Building Division will require a new plan subrnitiai roz,y inc,:ude additional plan review 14111411M, '51 Zi: Z," t 014.4 `Ye, \ • \ ' COSY," '5. a 4: 'Aga I&'i E 1—Esoe, "MnifialUCer. 4;) goava X so, PsEknEINED FOR coDE COAAPLIIARICE AF-1-2)ROVED APR 18 20(13 Tukwila BUPIDING DVS()N . o v411”.t. e,_ 1. T PILO:Pa:1" 1--11464 Taw -TS PO4 6At4. 55-NiJa SW4114 .50v•ig,41 6 taz 41; 14, NJ) wifbr-r,e,-4 77T)4. ti - 411 .224 lc? " Fiff.ra: pprov isul'ojwttoovooro And °wisdom Ar of constrodon door' dm not athillate adopto . code or orolinanoo. Piecdpi, 41,,drovod Fd Copy ond igiaono blow MOW: • Qty Tv} od a IMS,M7,16 OXVASION IA CoOk$ IOATS4M, c°1414$014.4, 12 440.1%. %ion 4140 :cosic.,. woht,„oe 6sTelitafr 18440" 551614 Ac reor* mom 44.4.0_ Mal -41.s .6ELLts ato,N, L levy' ms: TKaitguE M.; pArpeg Fo. RECEIVED crnr OF TuKW1LA FEB 2 6 2111 PiERM1T CENTER erir.V6, 4i11N3 faTILLIohr:C.0 = p4• (go. s -r4=4) kv CC; ENW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. November 7, 2012 MY -LAN CO INC. P. O. Box 912 Woodinville, WA 98072 FILE COPY o•krinit No. ATTN; Jay Mylan, President RE: Reroof at 6275 South 143rd Avenue Tukwila, WA Jay: I have reviewed the loads with consideration of the addition of approximately 0.4 psf for the new roofing. The added roofing may be applied without modifying the existing building. The added load increases the gravity loads by 1.1% over the original design. Per IBC 3404.3 we may increase the loads a maximum of 5% without reinforcing the members. If you have any questions please call. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Robert C. Raichle, Jr., P.E., S.E. President RCR:jk CORRECTION LTR# b 13- ob�o REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2013 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA APR 17 2013 PERMIT CENTER . • • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.engineersnw.com My -Lan Co., Inc. P.O. Box 912 Woodinville, WA 98072 Phone (360) 668-4455 Fax (360) 668-1995 February 26, 2013 Tukwila Building Department FILE COPY Perntlt No. RE: Air Flow Building, Tukwila narrative for existing roof condition and reroof. The existing roof is a 4 ply built-up (BUR) roof system. The existing roof has no insulation on top of plywood roof decking. Currently existing under the plywood decking is a craft foil. The plywood deck is solid on all areas of existing roof. The new roof system which will be installed over the existing roof is a TPO 60 mil white membrane system manufactured by G.A.F. The UL fire rating is a Class B. The letter from G.A.F. states that this rating will not change with the new roof system. a yla� My -Lan Co., Inc. REVIEWED FOR CODECOMPLIANCE CE APPROVED APR 18 2013 City of Tukwila BUILDING DIVISION Tjl3 0 (0� RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER "Quality You Can Trust Since 1886...From North America's Largest Roofing Manufacturer" Technical Services 1361 Alps Road, Bldg. 11-1 Wayne, NJ 07470 Phone: 1-800-766-3411, option 1 September 5, 2012 FILE COPY De' No. To Whom It May Concern: This is to confirm that using GAF EverGuard® TPO 60 mil membrane with a 4 oz. polyester separator sheet does not change the fire rating of the roofing system. If you have any further questions, please call 1 -800 -ROOF -411, option 1. Sincerely, Owl/sane/ Revve.s/ Christine Reeves GAF Contractor Service Representative REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER WSTRUCTURAL ENGINEERS OO[LiE CO Engineers Northwest Inc., P.S. Pomit No. November 7, 2012 MY -LAN CO INC. P. O. Box 912 Woodinville, WA 98072 ATTN; Jay Mylan, President RE: Reroof at 6275 South 143rd Avenue Tukwila, WA ENW ,t / o ?-y 000 r REVIEWED FOR 'CODE COMPLIANCE APPROVED APR 18 2013 City of Tukwila BUILDING DIVISION Jay: I have reviewed the Toads with consideration of the addition of approximately 0.4 psf for the new roofing. The added roofing may be applied without modifying the existing building. The building was previously reroofed. The second layer (2.0 psf) will be removed, leaving the original. The added load increases the gravity loads by 1.1% over the original design. Per IBC 3404.3 we may increase the loads a maximum of 5% without reinforcing the members. If you have any questions please call. Sincerely, NORTHWEST, INC., P.S. We get buildings built. . Raichle, Jr., P.E., S.E. !dent RCR:jk • • 0 //.1 • i't- RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.engineersnw.com Installation Specification Mechanically Attached Single -Ply Thermoplastic Roofing_ — EverGuard® TPO Membrane FILE COPY Permit No. REVIEWED FOR CODE COMPLIANCE :y APPROVED APR 18 2013 City of Tukwila BUILDING DIVISION Part 1 — General 1.01 System Description A. Mechanically attached heat -welded thermoplastic sheet roof membrane system. B. EverGuare PVC and EverGuard TPO materials are not compatible with one another. DO NOT combine EverCuard PVC and EverGuard TPO membranes, flashings, and flashing accessories together in the same roofing system. 1.02 Specification Designations A. T -MA -N -I-45, 60 or 80 roof assembly includes insulation, and is suitable for a new installation. B. T -MA -T -I-45, 60 or 80 roof assembly includes insulation and is a complete tear -off of an existing roofing system. C. T -MA -R -I-45. 60 or 80 roof assembly includes insulation, and is suitable for a recover of an existing roofing system. D. T -MA -N -N-45, 60 or 80 roof assembly does not include insulation. but may include a separation layer or recover board, and is suitable for a new installation. E. T -MA -T -N-45. 60 or 80 roof assembly does not include insulation, but may include a separation layer or recover hoard and is a tear -off of an existing roofing system. F. T -MA -R -N-45. 60 or 80 roof assembly does not include insulation. but may include a separation layer or recover board. and is suitable for a recover of an existing roofing system. 1.03 Regulatory Requirements A. Conform to all applicable building and jurisdictional codes, including roof assembly wind uplift and fire resistance requirements and slope. 1.04 Delivery, Storage and Protection A. Deliver products to site in original containers with seals unbroken and labeled with manufacturers' name, product brand name and type. B. Store materials in weather protected environment, clear of ground and moisture, in accordance with EverGuard or GAFMC instructions. C. All materials stored outside shall be raised above ground or roof level on pallets, and covered with a tarpaulin or other waterproof material. Factory -installed plastic wrapping is not an adequate covering. Extreme heat conditions may require special storage requirements. Contact EverGuard Contractor Services for suggestions. D. Follow EverGuard or GAFMC directions and requirements for protection of materials prior to and during installation. E. Materials that are wet or damaged to the extent that they will no longer serve their intended purpose shall not be used. All roof insulation that has been wet is considered damaged, even if later dried out. Remove all damaged materials from the jobsite. 1.05 Environmental Requirements A. Do not apply roofing materials during inclement or threatening weather. B. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during the same day. C. When ambient temperatures are below 40 degrees F, follow GAF's cold weather application procedures. Part 2 — Products 2.01 Membrane A. EverGuard TPO (smooth reinforced) thermoplastic polyolefin membrane. 2.02 Flashing A. EverGuard membrane flashings to be of same type, thickness and color as roofing membrane. B. EverGuard TPO laminated metal flashings to be a minimum of 25 mils of non -reinforced thermoplastic membrane of same type as roofing membrane, laminated to 25 ga. galvanized steel sheet metal. 2.03 Flashing Accessories A. EverGuard TPO preformed flashing accessories to be of same type as roofing membrane. 1. Preformed Vent Boots with stainless steel clamping bands. 2. Preformed Universal Comers for reinforcement of inside and outside corners. 3. Preformed Expansion Joint Covers for roof -roof and roof -wall expansion joints. 4. Membrane Flashing Strips for miscellaneous applications. 5. UN -Type Unreinforced Membrane for flashing of miscellaneous penetrations. 2.04 Fasteners A. DRILL•TEC membrane fasteners and plates, insulation fasteners and plates, and flashing fasteners and termination bars. Type, length, and diameter as required by the GAFMC's specification and installation requirenEttEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER Mechanical) Attached Installation Specification TPO & PVC non -reinforced thermoplastic membrane of same type as roofing membrane, laminated to 24 ga. galvanized steel sheet metal. 2. Pre -formed Vent Boots with stainless steel clamping bands. 3. Pre -formed Universal Comers for TPO. Individual pre -formed inside outside comers for PVC. 4. Pre -formed Expansion Joint Covers for roof -roof and roof -wall expansion joints. 5. Membrane Flashing Strips for miscellaneous applications. 6. UN -55 Detailing Membranes for TPO flashing. UN -80 Detailing Membranes for PVC flashing. For miscella- neous penetrations in lieu of pro -formed accessories. 7. EverGuar! TPO Cover Strip for stripping in of flat metal edges. 8. EverGuard' Pre -formed Sealant Pans are available for irregularly-shaped penetrations and pitch pans. 2.04 Fasteners A. DRILL -TEC' membrane fasteners and plates, insulation fasteners and plates, and flashing fasteners and termination bars. Refer to the Insulation Attachment Table and the appropriate Membrane Attachment Table at the end of this section for the correct type, length and diameter. 2.05 Adhesives and Sealants A. EverGuan1 bonding adhesives, sealants and caulking. 1. EverGuanf TPO and PVC Bonding Adhesive (solvent -based). 2. EverGuanf H2O Bonding Adhesive (low VOC). 3. EverGuanP 2 -Part Pourable Sealant for use in sealant pans. 4. EverGuarP Caulking for use in sealing termination bars and penetration clamping bands. 5. EverGuar& TPO Cut Edge Sealant. EverGuanf PVC Cut Edge Sealant. 6. EverGuarif Water Block for use in sealing behind termination bars and at drain flanges as a water cut-off. 7. EverGuard® TPO Primer. 2.06 Traffic Protection A. EverGuanf TPO and PVC walkway rolls. 2.07 Insulation A. EnergyGuard" foam insulation of the following types. Minimum 1" thickness. Board size to be 4' x 8'panels for mechanical attachment, and 4' x 4'for adhered attachment and tapered systems. 1. EnergyGuard" and EnergyGuard" Ultra polyisocyanurate insulation with glass -based facer meeting or exceeding the requirements for ASTM C-1289 (min. 16 psi compressive strength). 2. EnergyGuand' extruded polystyrene insulation meeting or exceeding the requirements for ASTM C-578, Type II nominal 1.5 pound density. 3. EnergyGuard" expanded polystyrene insulation with plastic facer meeting or exceeding the requirements for ASTM C-578, Type II nominal 1.5 pound density. 2.08 Insulation - High Traffic Applications A. EnergyGuanf foam insulation of the following types. Minimum 1" thickness. Board size to be 4' x 8' panels for mechanical attachment, and 4' x 4' for adhered attachment and tapered systems. 1. EnergyGuarcr and EnergyGuanl' Ultra polyisocyanurate insulation with glass -based facer meeting or exceeding the requirements for ASTM C-1289, (min. 25 psi compressive strength). 2. EnergyGuard" extruded polystyrene insulation meeting or exceeding the requirements for ASTM D-578, Type IV (min. 25 psi compressive strength). 3. EnergyGuard" expanded polystyrene insulation with plastic facer meeting or exceecing the requirements for ASTM D- 578, Type IX (min. 25 psi compressive strength). 2.09 Recover Board A. EnergyGuani Perlite insulation, minimum 1/2", ASTM C-728 B. High density wood fiber insulation, minimum 1/2", ASTM C-208, Class E C. EnergyGuard' foam recover board of the following types. Board size to be 4' x 8' panels for mechanical attachment, and 4' x 4' for adhered attachment and tapered systems, except for fan -fold recover board, which comes in 2' x 4' sections with a 50' total length. 1. EnergyGuard" and EnergyGuard" Ultra 1/2" polyisocya- nurate olyisocyanurate recover board insulation with glass -based facer meeting or exceeding the requirements for ASTM C-1289 (min. 16 psi compressive strength). 2. EnergyGuard" 3/8" extruded polystyrene fan -fold recover board with plastic facer meeting or exceeding the require- ments for ASTM D-578, Type IV (min. 25 psi com- pressive strength). 3. EnergyGuard' 1/2" extruded polystyrene recover board meeting or exceeding the requirements for ASTM D-578, Type IV (min. 25 psi compressive strength). 4. EnergyGuard" 1/2" expanded polystyrene recover board with 82 Mechanically Attached Installation Specification TPO & PVC plastic facer meeting or exceeding the requirements for ASTM D-578, Type 11 (min. 15 psi compressive strength). 2.10 Base Sheets A. GAFGLAS® Strataventa Eliminator' Nailable Base Sheet B. GAFGLAS® #80 Ultima Base Sheet C. GAFGLAS® #75 Base Sheet 2.11 Protection Layer A. EverGuanP Polymat slipsheet, 3.0 oz/sq.yd B. Eve]Guard" Polymat cushioning slipsheet, 6.0 ozlsq.yd. C. VersaShield' products as protection layer in all sections (fully adhered, ballasted, etc.) 2.12 Other Accessories A. Subject to compliance with requirements, provide the following products not available from GAF: 1. Wood Nailers: New wood nailers shall be #2 or better lumber. Do NOT use asphaltic or creosote -treated lumber. 2. Roofing Nails: Galvanized or non-ferrous type and size as required to suit application. 3. Temporary Sealant: Polyurethane foam sealant or similar as required to provide temporary watertight sealing of roofing. 4. Air/Vapor Barrier. Polyethylene sheeting, min. 6 mil. for TPO only. 5. Fire Bahia Silicone -mated fiberglass -faced gypsum panels, min. 1/4" thick (gypsum roof from Georgia- Pacific). Part 3 — Execution 3.01 Site Conditions A. Obtain verification that the building structure can accommodate the added weight of the new roofing system. B. Confirm the adequacy of the new roofing system to provide positive slope to drain. Eliminate ponding areas by the addition of drainage locations or by providing additional pitch to the roof surface. C. All defects in the roof deck or substrate shall be corrected by the responsible parties before new roofing work commences. Verify that the deck surface is dry, sound, clean and smooth, free of depressions, waves, or projections. D. Protect building surfaces against damage and contamination from roofing work. E. Where work must continue over completed roof areas, protect the finished roofing system from damage. 83 F. Dedc preparation is the sole responsibility of the buildng owner or roofing contractor. All defects in the roof &ck or substrate shall be corrected before roofing work commences. 3.02 Preparation of Roofing Area — New and Tear -off Applications A. Remove all existing roofing materials to the roof decking, including flashings, metal edgings, drain leads, pipe boots, and pitch pockets, and clean substrate surfaces of all asphalt and adhesive contaminants. B. Confirm quality and condition of roof decking by visual inspection and by fastener pull-out testing. C. Secure all loose decking. Remove and replace all deteriorated decking. D. Remove abandoned equipment and equipment supports. E. Confirm that height of equipment supports will allow the installation of full -height flashings. 3.03 Preparation of Roofing Area — Recover Applications A. Remove all stone ballast, loose gravel, and debris from the roof surface. B. Remove blisters and ridges from the roof membrane. C. When recovering over an existing single ply roof, that roof must be first cut into 10'x10' areas maximum first, before the application of new separator sheet and/or membrane. D. Remove all existing flashings, including metal edgings, drain leads, pipe boots, and pitch pockets, and clean substrate surfaces of all asphalt and adhesive contaminants. If the wall/curb flashings are in good condition and tightly adiered to the substrate, new TPO flashing materials may be installed over these to a height of 24"; new PVC flashing materials may be installed over a separator layer of polymat or insulation board. E. It is strongly recommended that the building owner have a moisture survey performed to ascertain the condition and suitability of the existing roofing materials to receive a recover system. A survey is required if perlite or wood fiber insulation is used in a recover system. GAF will not be responsible for damage to the roofing system if it results from moisture in the existing roofing system. Remove and replace all existing roofing materials that contain moisture. F. Confimn quality and condition of roof decking by visual inspection if possible, and by fastener pull-out testing. Remove and replace all deteriorated decking. G. Remove abandoned equipment and equipment supports. H. Raise equipment supports to allow the installation of full -height flashings. Mechanically Attached Installation Specification TPO & PVC I. Recover installation over coal tar pitch roofs requite that the existing loose gravel be broomed (do not spud); if high spots remain, use a thicker insulation board to provide a smooth substrate for the EverGuard' membrane. Recover with EverGuard° TPO membranes over coal tar pitch roofs require the installation of a minimum 1/2" recover board prior to the installation of the membrane. Do not use EPS/XEPS over coal tar pitch roofs. A minimum 1.5" recover board is required for PVC applications. 3.04 Wood Nailer Installation A. Acceptable Material 1. Solid Blocking: Wood, #2 Grade or better, nominal 5/4" x 4" minimum; stagger multiple layers. 2. Shim Material: Plywood, 1/2" x width to match solid blocking. B. Existing Nailers Anchor to resist 250 Ib. per ft. load applied in any direction. 1. DR1LL-TEC" HD screws 18" on center attachment to structural wood, steel decks. Min. 1" thread embedment. 2. DRILL -TEC" spikes 18" on center attachment to concrete decks. Min. 1" shank penetration. 3. Wood nailers attached to gypsum, concrete, cellular concrete and cementious wood fiber shall be fastened 12" oc, through the nailer into the substrate with substrate -approved DRILL -TEC' fasteners. 4. Three anchors per length of wood nailer minimum. C. New Nailers Anchor to resist 250 Ib. per ft. Toad applied in any direction. 1. DRILL -TEC" HD screws 18" on center attadunent to structural wood, steel decks. Min. 1" thread embedment. 2. DRILL -TEC spikes 18" on center attachment to concrete decks. Min. 1" shank penetration. 3. Wood nailers attached to gypsum, concrete, cellular concrete and cementious wood fiber shall be fastened 12" oc, through the nailer into the substrate with substrate -approved DRILL -TEC" fasteners. 4. Three anchors per length of wood nailer minimum. D. Shim Material Secure simultaneously with overlying solid wood nailer. 1. Shim material must be continuous. Do NOT use spaced shims. 3.05 Gypsum Board Installation A. General 1. Gypsum fire barrier board shall typically be installed when required by design professional or code authority to address code or approval requirements. B. Placement 1. Butt gypsum boards together with a 1/4" maximum space between adjoining boards. Fit gypsum boards around penetrations and perimeter with a 1/4" maximum space between board and penetration. 2. Install gypsum boards in pieces a minimum of 2'x2'insize. 3. Gypsum boards installed over steel decking shall have boards placed perpendicular to deck flutes with edges over flute surface for bearing support. 4. Do NOT use gypsum boards that are wet, warped or buckled; they must be discanled insulation boards that are broken, cracked, or crushed shall not be installed unless the damaged area is first removed and discarded 5. Remove and replace gypsum boards that become wet or damaged after installation. 6. install no more gypsum board than can be properly covered by the end of each day with roofing membrane. C. Securement 1. Mechanical Attachment a. Use appropriate type and length of DRILL -TEC" fastener for structural deck type. See Insulation Attachment Table. b. Install required number of fasteners per board size, and type of roofing system installed. c. Pre -Billing is required for concrete decks, and may be required for gypsum concrete and cementitious wood fiber decks. d. Install fasteners such that the fastener plate is pulled slightly below the insulation board surface. 2. Hot Asphalt a. Use ASTM D-312, Type TB or Type IV asphalt. b. Apply asphalt at the rate of 25 lbs. per 100 sq. ft. over the entire surface to which the board is to be adhered c. Asphalt application rates of up to 60 lbs. per 100 sq. ft. may be required if the substrate surface is rough or porous, such as an existing flood coat and gravel sur- facing. d. Apply asphalt at its EVT temperature to obtain a proper bond, typically within the range of 425°F -475°F. e. Walk in the boards after installation to ensure a proper bond. f. Maximum board size: 4' x 4'. g. Hot asphalt application requires priming of concrete and gypsum decks and existing asphaltic roofing systems. 84 Mechanically Attached Installation Specification TPO & PVC 3. Foam Adhesive a. Depending on foam adhesive type, apply adhesive in full 1/4" - 1/2" thick coverage or in 3/4"-1" continu- ous beads according to the manufacturer's instructions. b. Adhesive beads shall be evenly spaced at the rate required for the board size and type of roofing system being installed. c. Apply the proper grade adhesive based on current air and surface temperatures. d. Walk in the boards after installation to ensure a proper bond e. Maximum board size: 4' x 4'. 3.06 Air/Vapor Retarder Installation A. General 1. Air/vapor retarder components shall typically be installed when required by design professional to address internal building air pressure or humidity con- ditions. 2. All air porous decks with openings in the walls or area directly below the roof deck that exceeds 10% of the total wall area are projects for which design professionals should recommend air retarders. 3. Designers should recommend air retarders when the intemal pressurization of the building is in excess of 5 lbs. per sq. ft. 4. Designers should recommend air retarders if the build- ing height exceeds 50 ft. 5. Buildings with large openings & overhangs shall be evaluated for air retarders or the installation of half sheets of roof membrane. 6. The installation of an air retarder shall be required for EverGuard' 20 -year guarantees as follows: a. All single layer installations of roof insulations or roof panels b. Installations with openings in the wall that exceed 25% of the total wall area c. Installations of 10' wide or greater membranes with side lap mechanical attachment that exceeds 6" o.c. (For 10' wide sheets, the requirements for an air barrier is dependent upon building height and fastener density. Contact your Regional Contractor Services Manager for air barrier require- ments.) B. Application 1. Install the air/vapor retarder components loose - 85 applied to the deck or fire barrier board so that wrinkles and buckles are not formed. 2. Overlap air/vapor retarders components per applicable installation recommendations of the supplier. 3. Seal perimeter and penetrations areas with foam sealant. 4. Seal all perimeter nailers with fully adhered roof membrane placed over the nailer and covering the exterior face of the nailer by 1". 3.07 Protection Layer Installation — Polyester A. General 1. Install polymat protection layer between the roofing membrane and the substrate in accordance with the Design Table. B. Application ' 1. Install polymat protection layer loose -applied over substrate surface so that wrinkles and buckles are not formed. 2. Overlap polymat protection layer a minimum of 6" for side and end laps. 3.08 Protection Layer Installation — Fiberglass A. General 1. VersaShield' protection layer shall typically be installed when required by design professional or code authority to address code or approval requirements, or as a separa- tor eparafor layer in accordance with the Design Table. B. Application 1. Install fiberglass sheet protection layer loose -applied over substrate surface so that wrinkles and buckles are not formed. 2. Overlap fiberglass sheet protection layer a minimum of 6" for side and end laps. 3.09 Base Sheet Installation A. General 1. Fiberglass base sheet shall typically be installed over all nailable substrates other than gravel -surfaced built-up roofing whenever insulation, recover board, or fire barrier board is installed in hot asphalt or adhesive. 2. Nailable base sheet shall be applied over substrates that are not suitable for asphalt adhesion and requires installation of insulation in hot asphalt or adhesive. 3. Install base sheet so that wrinkles and buckles are not formed. 4. Overlap base sheet a minimum of 2" for side laps and 6" for end laps. Mechanically Attached Installation specification TPO & PVC B. Mechanical Securement-Nailable Base Sheet 1. Secure venting nailable base sheet through existing substrate to the deck. Use appropriate type and length of approved fastener for structural deck type and Rg. 1 install required number of fasteners in accordance with Figure 1. 2. Pre -drilling is required for concrete decks, and may be required for gypsum concrete and cementitious wood fiber decks. 3. Install fasteners such that the fastener plate is pulled flush with the venting base sheet surface and lies flat on the deck. C. Base Sheet Installation 1. StormSafe is a non -breathable 48" wide underlayment which can be used over wood and light weight decks in conjunction with Freedom" systems. 2. Install StormSafe" underlayment so that wrinkles and buckles are not formed 3. Overlap base sheet a min of 2" for side laps and 6" for end laps 4. StormSafe" underlayment should be attached at 9" o.c. along the 2" side laps with three rows of fasteners in the field located at 10", 24" and 38" with 18" o.c. fas- tening pattem. Use deck appropriate fasteners for attach- ment. 3.10 Recover Board/Insulation Installation A. General 1. Install insulation board and recover boars as required in accordance with the Design Table. 2. The use of extruded and expanded polystyrene insulations is limited to a maximum roof membrane temperature of 165°F. Use under colored membranes requires special approval from Contractor Services. 3. The use of extruded or expanded polystyrene insulation is limited in PVC roofing systems to under a fleece back membrane, where protected by a 3 or 6 oz. poly - mat slip sheet, or where an overlay board is used. B. Placement 1. Butt insulation boards together with a 1/4" maximum space between adjoining boards. Fit insulation boards around penetrations and perimeter with a 1/4" maximum space between board and penetration. 2. Install insulation boards in pieces a minimum of 2' x 2' in size. Every piece shall be properly secured to the substrate. 3. Insulation boards installed in multiple layers shall have the joints between boars staggered a minimum of 6" between layers. 4. Insulation boars installed over steel decking shall have boards placed perpendicular to deck flutes with edges over flute surface for bearing support. 5. Install tapered insulation to provide a sump area a minimum of 36" x 36" where applicable. 6. Do NOT install insulation boards that are wet, warped or buckled they must be discarded. Insulation boards that am broken, cracked, or crushed shall not be installed unless the damaged area is fust removed and discarded. 7. Remove and replace insulation boards that become wet or damaged after installation. 8. Install no more insulation than can be properly covered by the end of each day with roofing membrane. C. Secutement 1. Mechanical Attachment a. Use appropriate type and length of DRILL -TEC" fastener for structural deck type. See Insulation Attachment Table. b. Install required number of fasteners per insulation type, board size, and type of roofing system installed. c. Pm -drilling is required for concrete decks, and may be required for gypsum concrete and cementitious wood fiber decks. d. Install fasteners such that the fastener plate is pulled slightly below the insulation board surface. e. Use fastener of correct length as required by the Insulation Attachment Table. The use of any fastener greater than 8" in length must be pmapproved by GAF Contractor Services. May require a cover board. 2. Hot Asphalt 86 Mechanically Attached Installation Specification TPO & PVC a. Use ASTM D-312, Type III or Type TV asphalt. b. Apply asphalt at the rate of 25 lbs. per 100 sq. ft. over the entire surface to which the insulation is to be adhered c. Asphalt application rates of up to 60 lbs. per 100 sq. ft. may be required if the substrate surface is rough or porous, such as an existing flood coat and gravel sur- facing. When applying asphalt in this manner, the existing substrate must be fire of dirt, dust and any loose materials. Depending on the existing roof, this may require vacuuming, power brimming or power washing. d. Apply asphalt at its EVT temperature to obtain a pmper bond, typically within the range of 425-475°F. e. Walk in the insulation boards after installation to ensure a proper bond. f. Maximum board size: 4' x 4'. g. Hot asphalt application requires priming of concrete and gypsum decks and existing asphaltic roofing systems. 3. Foam Adhesive a. Depending on foam adhesive type, apply adhesive in full 1/4" - 1/2" thick coverage or in 3/4"-1" continuous beads according to the manufacturer's instructions. b. Adhesive beads shall be evenly spaced at the rate required for the insulation board size and type of roof- ing system being installed. c. Apply the proper grade adhesive based on current air and surface temperatures. d. Walk in the insulation boards after installation to ensure a proper bond. e. Maximum board size: 4' x 4'. 3.11 Membrane Installation A. Placement 1. Place roof membrane so that wrinkles and buckles are not formed. Remove any wrinkles or buckles removed from the sheet prior to permanent secutement. Roof membrane shall be mechanically fastened after it is rolled out, followed by welding to adjacent sheets. 2. Full -width rolls shall be installed in the field of the roof. 3. Half -width rolls shall be installed in the perimeter region of the roof. Width of the roof perimeter region shall be determined in accordance with the Perimeter Half Sheet Table. 4. Overlap roof membrane a minimum of 6" for side laps of mechanically attached systems, and a minimum of 3" for end laps. Membranes are provided with lap lines 87 along the side laps, the inside line is for mechanically attached system overlaps (6" for TPO and 5" for PVC) and the other line is for adhered and ballasted systems overlap. 5. Install membrane so that the laps run across the roof slope lapped toward drainage points. On metal decking, install sheets perpendicular to deck (Erection so that fasteners will penetrate the top flanges and not the flutes; however, there will be limited areas of the roof (i.e. perimeter areas) where this is not practical. 6. All exposed sheet comers shall be rounded a minimum of 1". 7. Overlap roof membrane a minimum of 3" for end laps of EveiGuard" PVC and TPO membranes. End laps for EverGuaitF fleece -back membranes are made by butting adjacent sheets and heat welding an 8" wide EverGuardF PVC or EverGuarddf TPO reinforced membrane flashing strip over the joints. 13. Securement 1. Roof membrane shall be mechanically fastened in the side lap area to the roof deck with fasteners and plates of a type and spacing appropriate to the deck type and as required by the Membrane Attachment Table. 2. The metal plates must be placed within 1/4" - 3/4" of the membrane edge. Plates must not be placed closer than 1/4" to the membrane edge. 3. Fasteners must be installed to achieve the proper embedment depth. Install fasteners vertical to the deck, without lean or tilt. 4. In the comer areas, a11itional fasteners will also be installed through the perimeter half -width membrane rolls to form a grid pattem, with an 8" wide reinforced membrane flashing strip heat -welded over the additional fasteners. "Comets" include both outside and inside corners that measure 75°-105°. Perimeter cap sheets may overlap one another in the comer areas. Alternatively, the half sheet may be laid out in a "picture frame" manner, burying the fasteners under the half sheets. 5. Mechanically attach membrane with screws and plates to the roof deck at locations of deck angle changes in excess of 5° (2" in 12"). 6. Membrane may be heat welded to coated metal flanges. Membrane must be secured to the roof deck within 6" of the base of walls and curbs, at the perimeter, and all penetrations with DRILL -TEC" Fasteners of a type and spacing in accordance with in -lap attachment require- ments, with a 12" on center maximum spacing. Altematively, membrane may be extended vertically 3" up walls and curbs and secured to the wall/curb substrate within 2" of the plane of the roof with Mechanically Attached Installation Specification TPO & PVC DRILL -TEC" Fasteners and inverted Termination Bar of type and spacing in accordance with in -lap attachment requirements, with a 12" on center maximum spacing. This alternative detail is required to be used for pressurized buildings. 7. Install fasteners so that the plate is drawn down tightly to the membrane surface. Properly installed fasteners will not allow the plate/termination bar to move (underd iving), but will not cause wrinkling of the membrane (overdriving). C. Field Seaming 1. Fabricate field seams using a current -generation automatic hot air welding machine and a 10,000 watt voltage -controlled generator minimum. In addition, fabricate detail seams with automated hot air welders where possible. Outdated welding equipment and inadequate/fluctuating electrical power are the most com- mon causes of poor seam welds. ' 2. Equipment Settings- The correct speed and temperature settings for automatic welders are determined by preparing test welds at various settings. The welds are tested by application of pressure causing the seam to peel apart. A satisfactory weld will fail by exposing the scrim reinforcement called a `film tearing bond." A ctficient weld fails by separating between the two layers of the membrane. 3. Adjustments to Equipment Settings- Many factors will affect the settings: thicker membranes, lower air temperatures, and overcast skies will generally require a slower speed than would be required with thinner membranes, higher air temperatures, and sunny skies. The slower speed provides additional heat energy to com- pensate for heat -draining conditions. The test weld proce- dure should be conducted at the beginning of every work period (i.e., moming and afternoon) and following a sig- nificant change in weather (i.e., air temperature, wind speed, cloud cover.) 4. Membrane laps shall be heat -welded together. All welds shall be continuous, without voids or partial welds. Welds shall be free of bums and scorch marks. 5. Weld width shall be a minimum 1-1/2" in width for automatic machine welding. Weld width shall be a minimum 2" in width for hand welting. 6. All cut edges of TPO and PVC reinforced membranes must be sealed with EveGuartr TPO or PVC Cut Edge Sealant. D. Substrate Surface Preparation 1. Prepare substrate surfaces thoroughly prior to applica- tion of new roofing materials. This is particularly important for recover and reroofing applications. 2. Preparation includes, but is not limited to, removal of existing flashings, replacement of wet/damaged existing roofing materials, removal of loose aggregate, removal of abandoned equipment, supports and penetrations, replacement of damaged decking, etc. 3. Providing a smooth, even, sound, clean and dry substrate minimizes the likelihood that underlying deficiencies will cause premature deterioration or even failure of the new roofing system. E. Membrane Surface Preparation 1. Membrane must be clean of dirt and contaminants, and free from dew, rain, and other sources of moisture. Factory -fresh membrane typically will not require cleaning prior to automatic welding, provided that welding is performed immediately after placement and securement of the membrane. 2. Membrane that has been exposed for over 12 hours or has become contaminated will require addtional cleaning methods. 3. Light Contamination - Membrane that has been exposed ovemight up to a few days to air -borne debris, foot traffic, or dew or light precipitation can usually be cleaned with a white cloth moistened with EverGuanf TPO use or acetone for PVC. Be sure to wait for solvent to flash off prior to welting. 4. Dirt -Based Contamination - Membrane that is tirt- encusted will rewire the use of a low -residue cleaner such as Formula 409 and a mildly abrasive scrubbing pad to remove the tint. This must be followed by cleaning with a white cloth moistened with EverGuard° TPO Cleaner or acetone for PVC. Be sure to wait for solvent to flash off prior to welding. 5. Exposure -Based Contamination - Membrane that is weathered/oxidized will require the use of EveGuacr TPO Cleaner or acetone for PVC and a mildly abrasive scrubbing pad to remove the weathered/oxicfized top surface layer. This must be followed by cleaning with a white cloth moistened with EverGuanf TPO Cleaner or acetone for PVC. Unexposed membrane left in inventory for a year or more may need to be cleaned as instructed above. Be sure to wait for solvent to flash off prior to welding. 6. Chemical -Based Contamination - Membrane that is contaminated with bonding adhesive, asphalt, flashing cement, grease and oil, and most other contaminants usually cannot be cleaned sufficiently to allow an adequate heat weld to the membrane surface. The membrane should be removed and replaced in these situations. 3.12 Flashing Installation 88 Mechanically Attached Installation Specification TPO & PVC A. General 1. Flash all perimeter, curb, and penetration conditions with coated metal, membrane flashing, and flashing accessories as appropriate to the site condition. 2. All coated metal and membrane flashing comers shall be reinforced with pre -formed comers or unreinforced mem- brane. 3. Heat weld all flashing membranes, accessories, and coated metal together to achieve a minimum 2" wide (hand welder) weld. A minimum 1.5" will be acceptable when using robotic welders. 4. All cut edges of reinforced TPO � and PVC membrane must be sealed with EverGuardr TPO or PVC Cut Edge Sealant. 5. When using bonding adhesive, be sure to use adhesive specific to membrane type. 6. Minimum flashing height is 8". 7. The maximum distance from the wall that horizontal mechanical attachment is installed is 6". When you must go past 6", move the attachment to the vertical substrate. 8. Installation of EverGuard1° PVC flashing membrane over asphalt -based substrates must have a separator sheet or approved insulation boards, metal, wood,etc., under the PVC flashing membrane. B. Coated Metal Flashings 1. Coated metal flashing allows much of the metal -work used in typical roofing applications to benefit from the security of heat -welded membrane seaming, with a corresponding reduction in required metalwork maintenance daring the life of the roofing system. 2. Coated metal shall be formed in acconlance with construction details and SMACNA guidelines. 3. Coated metal sections used for roof edging, base flashing, and coping shall be butted together with a 1/4" gap to allow for expansion and contraction. Heat weld a 6" wide unreinforced membrane strip to both sides of the joint, with approximately 1" on either side of the joint left unwelded to allow for expansion and contraction. 2" wide aluminum tape can be installed over the joint as a bond -breaker, to prevent welding in this area. 4. Coated metal used for sealant pans and scupper inserts, and comers of roof edging, base flashing and coping shall be overlapped or provided with separate metal pieces to create a continuous flange condition, and pop -riveted securely. PVC and TPO coated metal flashings shall be stripped in using 6" unreinforced membranes. 5. Coated metal base flashings must be provided with min. 89 4" wide flanges screwed to wood nailers. Coated metal base flashings must be formed with a 1" cant. 6. Provide a 1/2" hem for all exposed metal edges to provide oomosion protection and edge reinforcement for improved durability. 7. In addition, provide a 1/2" hem for all metal flange edges whenever possible to prevent wearing of the roofing and flashing membranes at the flange edge. 8. Coated metal flashings are nailed to treated wood nailers or otherwise mechanically attached to the roof deck, or to the wall or curb substrate, in accordance with construction detail requirements. 9. When installing coated metal on walls or curbs that completely cover the existing flashing, the flashing does not need to be removed provided that it is in good condition and tightly adhered C. Adhered Reinforced Membrane Flashings - Smooth Surface 1. The thickness of the flashing membrane shall be the same as the thickness of the roofing membrane. 2. When using EverGuard° TPO or PVC adhesives, use any one of the following substrates: polyisocyanurate insulation (w/o foil facer), high density wood fiber board, gypsum roof board, gypsum roof Prime, Dens Guard, cured structural concrete absent of curing and sealing compound, untreated OSB, untreated CDX ply- wood, Type X gypsum board, and dry, sound masonry absent of curing or sealing compounds. 3. Apply bonding adhesive to both the substrate surface and the undasick of the flashing membrane, at the rate of 120 sq. ft./gal. which covers both surfaces yielding 60 square feet of finished, mated surface per gallon for solvent -based bonding adhesives, and at the rate of 200 sq. ft./gal. covering both surfaces yielding 100 square feet of finished, mated surface area per gallon for water-based bonding adhesive. Solvent -based adhesive must be allowed to dry until tacky to the touch before mating flashing membrane. Water-based adhesive must be allowed to dry completely to the touch; install the flashing within one hour of drying. 4. Apply the adhesive only when the adhesive and outside temperatures are above 40°F and rising. Application temperatures above 50°F are recommended to allow easier adhesive application. 5. Carefully position the membrane flashing prior to appli- cation to avoid wrinkles and buckles. 6. Heat -weld all laps in EverGuard9 smooth -reinforced flashing membrane in accordance with heat welding guidelines. 7. Porous substrates may require double application of adhesive. Mechanically Attached Installation Specification TPO & PVC 8. For extended guarantee lengths, separate counterflashing or cap flashing is requited exposed termination bars are not acceptable. 9. Alternatively, the Freecbrn® System can be used for flashings. Consult the Freedom® section for installation instruc- tions. 10. Also available are Comer Curb Wraps, consisting of a pre -formed combination comer and flashing pieces that are 12" in height and can be ordered in various lengths. These pre -fabricated comes can be configured to fit 12"x 12", 18" x 18", 24" x 24" and 30" x 30" curb flashings. They may be fully adhered or dry hung in place and only require a 1" weld D. Adhered Reinforced Membrane Flashings - Fleece -Back 1. Apply bonding adhesive to the substrate at the rate of 100 sq. ft/gal for water-based adhesive. 2. The bonding adhesive must remain wet to the touch for one surface applications. 3. Apply the adhesive only when the outside temperature is above 40°F. Application temperatures above 50°F are recommended to allow easier adhesive application. 4. When installing fleece -back membranes to a vertical surface, the material should have top edge termination installed immediately to avoid slippage. 5. Non -selvage edge laps in EverGuard° Fleece -Back flashing membrane are made by butting adjacent sheets and heat welding an 8" wide strip of EverGuard° PVC or EverGuard° TPO Flashing membrane over joint. All cut edges of TPO and PVC reinforced membranes must be sealed with EverGuard° TPO or PVC Cut Edge Sealant. 6. For extended guarantee lengths, separate counterflashing or cap flashing is required exposed termination bars are not acceptable. E. Loose Reinforced Membrane Flashing 1. For extended guarantee lengths, separate counterflashing or cap flashing is required; exposed termination bars are not acceptable. 2.Carefully position the EverGuard° smooth reinforced flashing membrane prior to application to avoid wrinkles and buckles. 3. All laps in EverGuard° smooth reinforced flashing membrane shall be heat welded in accordance with heat welding guidelines. 4.Maximum flashing height is 24" unless incremental attachment is used. F. Unreinforced Membrane Flashings 1.Unreinforred membrane is used as a field -fabricated penetration/reinforcement flashing only where pre -formed comers and pipe boots cannot be properly installed. 2.Penetration flashings constructed of unreinforced membrane is typically installed in two sections, a vertical piece that extends up the penetration, and a horizontal piece that extends onto the roofing mem- brane. The two pieces are overlapped and heat -welded together. 3. The unreinforced vertical membrane flashing may be adhered to the penetration surface. Apply bonding adhesive to both the penetration surface and the unthside of the flashing membrane, at the rate of 120 sq. ft./gal. which covers both surfaces yielding 60 square feet of finished, mated surface area per gallon for solvent -based bonding adhesives, and at the rate of 200 sq. ft./gal.covering both surfaces yielding 100 square feet of finished, mated surface area per gallon for water-based bonding adhesive. Coverage rates will vary depending on substrate. Solvent -based adhesive must be allowed to dry until tacky to the touch before flashing membrane application. Water-based adhesive must be allowed to dry completely to the touch; install the flashing within one hour of drying. 4. Finish the penetration with Water Block between the pipe and the membrane, install clamping band, and caulk. G. Roof Edging 1. Roof edge flashing is applicable for both gravel stop/drip edge conditions as well as exterior edges of parapet walls. 2. Flash roof edges with coated metal flanged edging with minimum 3" wide flange nailed 4" on center into wood nailers and heat weld 8" membrane strip to metal flanges and field membrane. 3. Metal mof edging must be provided with a continuous metal hook strip to secure the lower fascia edge. Secure the continuous hook strip to the building a minimum of 12" on center. 4. Alternatively, flash roof edges with a 2 -piece snap -on fascia system, adhering roof membrane to metal cant with bonding adhesive and face nailing the membrane 8" on center prior to installing the snap -on fascia. 5. Galvanized -based metal edging may be flashed using EverGuard° TPO Cover Strip after priming both the metal and the TPO membrane for guarantee lengths up to 15 years. Allow approximately 3" of tape to cover the metal edge with the remaining 3" of tape onto the TPO membrane. Caulk all corners, tape overlaps and T joints with EverGuard° caulking or TPO Cut Edge Sealant per published standard EverGuard° details. Caulk 90 Mechanically Attached Installation Specification TPO & PVC the back edge of the tape with EverGuard' Caulking when slope exceeds 1" in 12". 6. Flash roof edge scuppers with a scupper insert of coated metal or EveQGuard® pre -fab coated metal scupper that is mechanically attached to the roof edge and integrated as part of the metal edging. H. Parapet and Building Walls 1. Flash walls with loose -applied membrane flashing; membrane flashing applied to the wall substrate with bonding adhesive; or with coated metal flashing fastened with DRILL -TEC" fasteners 4" on canter to wood milers. 2. Secure membrane flashing at the top edge with a termination bar. Apply water -block between the wall surface and membrane flashing underneath all termination bars. Exposed termination bars shall be mechanically fastened 6" on center, termination bars that are counterflashed shall be fastened 12" on center. 3. Roof membrane must be mechanically attached along the base of walls that are flashed with membrane flashing with screws and plates/termination bar at a fastener spacing in accordance with in -lap attachment requimments, with a 12" on center maximum spacing. 4. Metal counterflashings with fully adhered membrane wall flashings are required on 20 -year warranties. All termina- tion bars, either exposed or covered, must be sealed with caulking. 5. Flash wall scuppers with a scupper insert of coated metal that is mechanically attached to the wall and integrated as part of the wall flashing. Refer to scupper section for other detail options. 6. Maximum flashing height without intermediate fastening: • 24" - Loose -Applied Flashing • 54" - Adhered Flashing 7. Metal cap flashings shall have continuous cleats or be face -fastened 12" o.c. on both the inside and outside of the walls. I. Round and Square Tube Penetrations 1. Four options are available for penetration flashings. These are stepped pipe boots, open pipe boots, square tube wraps and field fabrication with unsupported mem- brane and target. 2. All flashings require the installation of a stainless steel draw band around the top of the flashing. Seal the top edge with Water Block and add draw band with caulking. 3. Roof membrane must be mechanically attached at the base of each penetration with screws and plates a maximum of 12" on center, with a minimum of four fasteners per penetration. 91 J. Irregularly -Shaped Penetrations 1. Flash irregularly shaped penetrations with flanged sealant pans formed of coated metal, secured to the deck through the roof membrane with screws 6" on center, a minimum of two per side. 2. Strip in metal flanges and the vertical pop riveted seam with 8" wide membrane flashing strips heat welded to both the roof membrane and the metal flanges. 3. Fill sealant pans with EverGuard• 2 -part Pourable Sealant. Fill sealant pans with non -shrink quick -set grout, and top off sealant pans with a 2" minimum thick- ness of EverGuard® 2 -part Pourable Sealant. 4. Pre -formed sealant pans made of PVC and TPO are avail- able. a. PVC. Installation of pre -formed PVC sealant pans require the flange of the PVC sealant pan to be fastened with a minimum of 4 fasteners per penetration. A PVC membrane target is installed around the base of the sealant pan over the flanges of the PVC sealant pan and heat welded to the flanges. Install the fasteners near the outside edge of the flanges to allow for proper heat welding of the target. The outside edge of the target membrane is heat welded to the field membrane. b. TPO. Installation of pre -formed TPO sealant pans require field membrane securement around the penetration. A minimum of 4 system appropriate screws and plates are required around the penetration. A membrane target must be installed prior to the installation of the TPO sealant pan if the location of the plates do not allow for a continuous 2" weld of the TPO sealant pan flange. Properly heat -weld the flange of TPO sealant pan to the field/target mem- brane. c. If the sealant pan is cut to install around the penetration, the cut must be stripped -in with a minimum 4" wide unreinforced membrane. The unreinforced strip -in membrane must extend a minimum of 2" beyond the outside edge of the sealant pan flange and be fully welded. d. Prior to filling the TPO sealant pan, the inside verti- cal pan sides must be primed with GAF TPO primer. Fill the base of the pans with non -shrink grout and top with a minimum 2" thickness of GAF Two Part Pourable Sealer. e. Reinforced targets must be sealed as system appropriate with EverGuarcr Cut Edge Sealant K. Curbs 1. Flashings can be done two different ways, either with adhesive applied to the membrane and substrate or Mechanically Attached Installation Specification TPO & PVC loose applied up to 24" high. EvaGuard' Coated Metal flashings shall be fastened at 4" o.c. 2. Secure membrane flashing at the top edge with a termination bar, flat slip or counterflashing. Apply water -block between the rub surface and membrane flashing. Exposed termination bars shall be mechanically fastened 6" on center, termination bars that are counterflashed shall be fastened 12" on center. If wood is present at the top of the curb, install ring shanks 12" on center. This can be used in lieu of the bar if nailed on the top or preferably the back sick of the wood. 3. Roof membrane must be mechanically attached along the base of curbs and ducts that are flashed with membrane flashing with screws and plates/termination bar at 12" on center. 4. Metal counter flashing may be needed for extended length warranties. All termination bars must be sealed with EvexGuard" Caulking. L. Expansion Joints 1. Install expansion joint covers at all flat type and raised cubed type expansion joint conditions. There currently three types of expansion joints approved for EverGuand" Systems. There are two prefabricated expansion joints one each for TPO and PVC. Also TPO and PVC can also be field fabricated to meet expansion joint needs. For PVC any prefabricated expansion joint metal nailing strips must be fastened to wood nailers, curbs or secured to walls with appropriate nails or EverQuanF DRILL -TEC" fasteners. 2. Roof membrane must be mechanically attached along the base of raised cub expansion joints with screws and plates a minimum of 12" on center. 3. Expansion joint bellows must be twice the width of the expansion joint opening to allow for proper expansion/contraction. 4. Metal nailing strip must be set in Water Block and secured with fasteners and neoprene washers fastened 6" o.c. M. Roof Drains 1. Roof drains must be fitted with compression clamping rings and strainer baskets. Both original -type cast iron and aluminum drains, as well as retrofit -type cast aluminum and molded plastic drains, are acceptable. 2. Roof drains must be provided with a min. 36" x 36" sumped area if possible. Slope of tapered insulation within the sumped area, shall not exceed 4" in 12". 3. Extend the roofing membrane over the drain opening. Locate the drain and cut a hole in the roofing membrane directly over the drain opening. Provide a 1/2" membrane flap extending past the drain flange into the drain opening. Punch holes through the roofing membrane at drain bolt locations. 4. For cast iron and aluminum drains, the roofing membrane must be set in a full bed of Water Block on the drain flange prior to secunement with the compression clamping ring. Typical Water Block application rate is one 10.5 oz. cartridge per drain. 5. For fleece -backed roof membrane applications, the fleece -backed membrane is cut just short of the drain flange. A separate smooth reinforced membrane drain flashing sheet is heat welded to the roofing membrane and set into the drain above in a full bed of Water Block and secured as above. 6. Do NOT locate lap seams within the sump area. Where lap seams must be located within the sump area, a separate smooth reinforced membrane drain flashing a minimum of 12" larger than the sump area must be installed. The membrane flashing shall be heat welded to the roof membrane. Alternately, if the seam does not run under the clamping ring, it can be covered with a 6" wide reinforced membrane strip heat welded to the membrane. 7. Tighten the drain compression clamping ring in place. N. Scuppers 1. Coated metal roof edge scuppers must be provided with a min. 4" wide flange nailed to wood nailers, with hemmed edges and secured with continuous clips in accordance with the gravel stop assembly. 2. Coated metal wall scuppers must be provided with 4" wide flanges, with additional comer pieces pop -riveted to the flanges to create a continuous flange. All flange comers must be rounded 3. Install wall scuppers over the roof and flashing membrane and secure to the roof deck/wall with DRILL -TEC" fasteners 6" on center, a minimum of 2 fasteners per side. 4. All comers must be reinforced with EverGuanF PVC or EverGuard" TPO Universal Comers or field fabricat- ed from EverGuard" unreinforrced materials. 5. Strip in scupper with flashing membrane target sheet. 6. Alternately, a wall scupper box may be field flashed using unreinforced flashing membrane heat welded to membrane on the wall face and roof deck and terminated on the outside wall face with a termination bar, Water Block, and caulk. 7. EverGuard" TPO has prefabricated scuppers in standard and custom sizes available. Consult your Territory Manager or local distributor for details.. 92 Mechanically Attached Installation Specification TPO & PVC O. Heater Stacks 1. Field -fabricated two-piece membrane flashings of EverGuards unreinforced flashing are typically installed at heater stacks. EverGuards TPO and PVC have coned type prefabricated pipe flashing that may work in this instance. If not then field fabricated membrane flashings of EverGuards TPO UN -55 or EveiGuari' PVC UN -80 may be used The temperature of any heater stack that comes into contact with the EverGuard' membrane should not exceed 160°F. 2. Heat stacks must be equipped with either cone-shaped or vertical tube -type flashing sleeves so that the membrane flashing is not directly in contact with the heater stack. 3. Mechanically attach the roof membrane to the structural deck with DRILL -TEC" screws and plates around the penetration base prior to flashing installation. 4. All stack flashings must be secured at their top edge by a stainless steel clamping band over Water Block and sealed with EverGuards' Caulking. 5. Field -fabricated membrane flashings may be adhered to the flashing sleeve with EverGuard' TPO or EverGuard' PVC Bonding Adhesive. P. Drain Inserts - PVC Only 1. EverGuarcr PVC roofing membrane is typically terminated at PVC drain inserts by heat welding the membrane to the PVC coated drain flange (if available), or by securing the membrane between the drain flange and the clamping ring. 2. Drain inserts shall only be used in the event the original drain is damaged and cannot be repaired without complete replacement of the drain. 3. All drains shall be provided with a drain sump of a 36" x 36" minimum dimension, if possible. Fasteners shall be installed 12" on center or a minimum of 4 per pene- tration. 4. The drain insert is installed on top of the roofing membrane and is secured to the roof deck 6" o.c. with DRILL -TEC" screws. 5. A separate reinforced membrane drain flashing sheet is heat welded to the roofing membrane. The drain flashing sheet is heat welded to a compatible drain flange. 6. Install the drain clamping ring if applicable. 7. All drains shall be provided with a strainer basket. Q. Wood Support Blocking 1. Wood support blocking, typically 4" x 4", is usually installed under light-duty or temporary roof -mounted equipment, such as electrical conduit, gas lines, condensation and drain lines. 93 2. Install wood support blocking over a protective layer of EverGuard® PVC or TPO membrane or EverGuau? Walkway Pad. Place wood blocking on oversized slip sheet, fold two sides vertically, and fasten with roofing nails into the blocking. R. Satellite Dish Support Bases 1. Install satellite dish support bases of EverGuards Walkway Pad. S. Lightning Suppression Clips 1. Secure lightning suppression clips to the roof surface by means of 2" wide EveiGuardw PVC or EveiGuard» TPO Flashing membrane strips heat welded to the roof membrane. 3.13 Traffic Protection A. Walkway rolls must be installed at all roof access locations including ladders, hatchways, stairs and doors. Install walkway rolls at other designated locations including roof -mounted equipment work locations and areas of repeat- ed rooftop traffic. B. Walkway rolls must be spaced 6" to allow for drainage. C. Heat weld walkway rolls to the roof membrane surface con- tinuously around the walkway pad perimeter. D. TPO walkway rolls may also be installed with TPO primer and 3" seam tape. First, roll or brush the TPO primer on the back of the TPO pad along the edges and down the mid- dle of length of the pad Clean and prime the roof mem- brane where the pad will be installed. Install tape to the back of the pad where cleaned (edges and middle) and roll in with a silicone hand roller. Remove the release paper and install the taped pads drectly onto the roof membrane. Secure the pads by rolling into place. 3.14 Temporary Closures A. The roofing installation must be made watertight at the end of each day's activity to prevent water infiltration into the completed roofing system installation. B. Complete all flashings and terminations installation progresses. C. At the edge of the completed roofing system installation, extend the roofing membrane a minimum of 6" beyond the edge. Seal the roofing membrane to the surrounding deck or substrate surface with hot asphalt or foam sealant. D. Remove all temporary night seal materials prior to continuing with the roof installation and dispose of properly. 3.15 Field Quality Control A. Inspect completed roof sections on a daily basis. It is the contractor's responsibility to probe all heat -welded seams and perforin an adequate number of seam cuts to ascertain seam consistency. over a protective layer as the roofing Mechanically Attached Installation Specification TPO & PVC B. Immediately conect all defects, inegularities, and deficiencies identified cluing inspections. All voids that are found must be patched over per specifications. Do NOT reweld seam voids more than 24 hours after initial welding of the seam. C. Remedial work shall be performed with like materials and in a manner consistent with the balance of the roofing installa- tion so as to minimize the number of repair patches. D. Excessive patchwork will require replacement of the entire affected membrane section from lap to lap. 3.16 Cleaning A. Remove bonding adhesive, bituminous markings and other contaminants from finished surfaces. In areas where finished surfaces are soiled by asphalt or any other source of soiling caused by work of this or other sections, consult manufacturer of surfaces for cleaning advice and conform to those instructions. B. Cut out and remove any sheet membrane contaminated with solvent -based adhesive, bituminous markings, and other con- taminants from finished surface. Repair sheet damage by first cleaning the area with an all-purpose cleaner, then rinse off soapy residue. Reactivate membrane using the appropriate EverGuardp cleaner, wiping with a damp (not saturated) rag. Complete repair by installing a patch of like material to spe- cific system requirements. 3.17 Maintenance A. Upon completion of the roofing system, the owner should establish a semi-yearly inspection and maintenance program in accordance with standard good roofing practice guarantee requirements. B. Repair cuts, punctures and other membrane damage by clean- ing membrane (see section 3.11.E), followed by heat welding a membrane repair patch of sufficient size to extend a mini- mum of 2" beyond the damaged area. If heat welding to the top surface of the existing membrane is ineffective, the patch must be heat welded to the underside of the existing sheet after proper preparation. C. Any damage to adhered membrane areas or at locations of mechanical attachment shall be repaired so that the repaired area remains fully adhered or mechanically attached NOTES 09-03-2013 City of Tukwila Jim Haggerton, IVlayor Department of Community Development Jack Pace, Director JAY MYLAN 12511 238 ST SE SNOHOMISH WA 98296 RE: Permit No. D13-066 AIR FLOW 6275 S 143 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/19/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/19/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D13-066 6300 Southcenter Boulevard, Suite # 100 • Tuk-wila. Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • \V/\V/STRUCTURAL �/ �/ ENGINEERS Engineers Northwest Inc., RS. We get buildings built. November 7, 2012 MY -LAN CO INC. P. O. Box 912 Woodinville, WA 98072 ATTN; Jay Mylan, President RE: Reroof at 6275 South 143rd Avenue Tukwila, WA Jay: I have reviewed the loads with consideration of the addition of approximately 0.4 psf for the new roofing. The added roofing may be applied without modifying the existing building. The added load increases the gravity loads by 1.1% over the original design. Per IBC 3404.3 we may increase the loads a maximum of 5% without reinforcing the members. If you have any questions please call. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Robert C. Raichle, Jr., P.E., S.E. President RCR:jk CORRECTION LTR#�„ RECEIVED CITY OF TUKWILA R 17 2013 PERMIT CENTER • • 0 • 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com March 14, 2013 . Cit) of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jay Mylan 12511 238 Street SE Snohomish, WA 98296 RE: Correction Letter #1 Development Permit Application Number D13-066 Air Flow Building — 6275 S 143 PI Dear Mr. Mylan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Je eMa 'ermt'ec shall cian File No. DI3-0 W:IPermit Center\Correction Letters120131D13-066 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 5, 2013 Project Name: Air Flow Building Permit #: D13-066 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The scope of work indicates only removing one layer of roofing. Building code requires "New roof coverings shall not be installed without first removing all existing layers of roof coverings down to the roof deck where any of the following conditions occur: item #3. Where the existing roof has two or more applications of any type of roof covering." Revise the scope of work for this reroof project to specify removing all roofing down to the deck. (2009 IBC 1510.3 #3.) 2. Washington State Energy code requires alterations or repairs shall comply with nominal R -values requirements in Table 13-1 where the existing roof deck is exposed and the roof membrane is being replaced. The memo by Jay Mylar indicates craft foils exist under the roof deck; however it does not specify what that is or what the R - value is. Insulation entirely above deck shall be R-30 c.i. (continuous insulation) per Table 13-1 for nonresidential buildings. Depending on what the R value is under the deck, the R value of the insulation below deck may be included in the calculation for total R-30. Revise scope of work to show insulation shall meet Washington State energy code requirements. Provide the necessary specifications for insulation above and below deck as it applies. (2009 WSEC Section 1130, 1132, 1132.1 & Table 13-1) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. SURT cocwtD COY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-066 DATE: 04-17-13 PROJECT NAME: AIR FLOW BUILDING SITE ADDRESS: 6275 S 143 ''PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued �DEPPARTMENTS: 'Bfa idin 'vision Public Works Li- I S -t•-• Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-18-13 Not Applicable Comments: Permit -Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route IT Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: DUE DATE: 05-16-13 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections. Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • SCI PJ '• PEW: ' COs t�D COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-066 DATE: 02-26-13 PROJECT NAME: AIR FLOW BUILDING SITE ADDRESS: 6275 S 143 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENT : l2 1C B it Ing Division Public Works ❑ p(Y�1 p VJ(, 09-y4.0 Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02-28-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route Nt Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-28-13 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: fa�I`-I 7tt Departments issued corrections: Documents/routing slip.doc 2-28-02 Bldg Fire 0 Ping 0 PW ❑ Staff Initials: i City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I/ - /- /,7 Plan Check/Permit Number: D13-066 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Air Flow Building Project Address: 6275 S 143 P1 Contact Person: o1 V N//&/1 Summary of Revision: Phone Number: ,?p ‘-95'/- RECEIVED CIN OF TU 6WILA `APR 17 2013 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: ®-- Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with MI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MY -LAN COMPANY INC UBI No. 601807373 Phone 3606684455 Status Active Address 12511 238Th St Se License No. MYLANCI009DC Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 3/3/2000 State WA Expiration Date 2/25/2014 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MYLAN, JAY ROGER President 03/03/2000 Amount MYLAN, VICKI LYNN Vice President 03/03/2000 CPS1259621 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 CBIC PD6927 07/05/2004 Until Cancelled $12,000.00 06/23/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Scottsdale Ins CPS1259621 02/15/2011 02/15/2014 $1,000,000.0002/11/2013 11 SCOTTSDALE INS CO cps1102926 02/15/2010 02/15/2011 $1,000,000.0004/21/2010 10 FIRST MERCURY INS CO FMMA001846A 02/15/2008 02/15/2010 $1,000,000.0002/12/2009 9 NATIONAL FIRE & MARINE INS CO 72LPS004025 02/15/2007 02/15/2008 $1,000,000.0002/21/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.eov/lni/bbin/Print.asnx 04/22/2013