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Permit D13-161 - SUNWOOD CONDOMINIUMS - BUILDING A REROOF
SUNWOOD CONDOS BUILDING A 15255 SUNWOOD BL D13-161 �.�IILA wq�y City ollukwila 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.: 8141400040 Address: 15255 SUNWOOD BL TUKW Suite No: Project Name: SUNWOOD CONDOS - BLDG A DEVELOPMENT PERMIT Permit Number: D13-161 Issue Date: 05/16/2013 Permit Expires On: 11/12/2013 Owner: Name: LARKINS GERALD R Address: 15255 SUNWOOD BLVD #A-11 , TUKWILA WA 98188 Contact Person: Name: JON D WALKLEY Address: PO BOX 7 , MUKILTEO WA 98275 Contractor: Name: PACIFIC BUILDING ENVELOPE INC Address: PO BOX 7 , MUKILTEO WA 98275 Contractor License No: PACIFBE890J1 Lender: Name: HOME OWNERS' ASSOCIATION Address: Phone: 425 512-8455 Phone: 425-258-6251 Expiration Date: 04/21/2015 DESCRIPTION OF WORK: REPLACE LOW SLOPE PVC ROOFING MEMBRANE Value of Construction: $172,500.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: Fees Collected: $3,426.85 International Building Code Edition: 2009 Occupancy per IBC: 0022 **continued on next page** doc: IBC -7/10 D13-161 Printed: 05-16-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature:_ N N N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non -Profit: N Private: Public: Date: of LlL�, 3 I hereby certify that I have read an•'fled this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli - • , 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: V'7-e-ylDate: l / /'/ 3 Print Name: Ayat? (C f permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 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 D13-161 Printed: 05-16-2013 7: All construction noise to be in complianth Chapter 8.22 of the City of Tukwila Munk") Code. A copy can be obtained at City Hall in the office of the City erk. 8: 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). 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: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 11: 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. doc: IBC -7/10 D13-161 Printed: 05-16-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98/88 http://www.TukwilaWA.gov Building Permit No. - j Project No. Date Application Accepted: Date Application Expires: DC AY') Qlfo� l� (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 w\tIk;pIL� Site Address: 15255-15249 Sunwood Blvd. Tenant Name: Sunwood Homeowners Association King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: 0 Yes m .. No PROPERTY OWNER Name: Sunwood Homeowners Association Address: 15100 Sunwood Blvd City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jon D. Walkley Address: p.0. Box 7 City: Mukilteo State: WA Zip: 98275 Phone: (425) 512-8455 Fax: Email: Jon@PacificBuildingEnvelope.com GENERAL CONTRACTOR INFORMATION Company Name: Pacific Building Envglope, Inc. Address: p.0. Box 7 City: Mukilteo State: WA Zip: 98275 Phone: (425) 512-8455 Fax: Contr Reg No.: PACIFBE890J1 Exp Date: 03/21/2013 r(ri4 Tukwila Business License No.: jN c._ (112/10,1 H:\Application'Forna-Application On Line \2011 Application\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: J2 Building Consultants Architect Name: Rudy Young Address: `19730 64th Avenue West, Ste. 201 City: Lynnwood State: WA Zip: 98036 Phone: (425) 774-5600 Fax: (425) 774-5600 Email: rudyy@j2consultants.com ENGINEER OF RECORD Company Name: J2 Building Consultants Engineer Name: Ryan Paddock Address: 19730 64th Avenue West, Ste. 201 City: Lynnwood State: WA Zip: 98036 Phone: (425) 774-5600 Fax: (425) 774-5600 Email: ryanp@j2consultants.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: kric T Pr Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 172,500 Describe the scope of work (please provide detailed information): Replacing Building (A) 15255-15249 Low Slope PVC Roofing Membrane. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 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 1 I" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Foma-Applicattons On L,ne\201 I Applicatioas'Petmit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 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 1 I" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Foma-Applicattons On L,ne\201 I Applicatioas'Petmit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEAGENT: Signature: Date: 5/9/,( Print Name: W /S L • Day Telephone: Mailing Address: D. ED'C 1.1,444 0 049 . iBL7. City State Zip H: Applications\Forna-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 a • 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.: 8141400040 Address: 15255 SUNWOOD BL TUKW Suite No: Applicant: SUNWOOD CONDOS - BLDG A RECEIPT Permit Number: D13-161 Status: APPROVED Applied Date: 05/09/2013 Issue Date: Receipt No.: R13-01634 Payment Amount: $2,078.65 Initials: JEM Payment Date: 05/16/2013 09:03 AM User ID: 1165 Balance: $0.00 Payee: PACIFIC BUILDING ENVELOPE, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 006257 2,078.65 RD Pmts Re -Dist OP .00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 2,074.15 -1,348.20 1,348.20 4.50 Total: $2,078.65 d..n• Dene in{_AG. PrintAd. n5-1R_2n1s Ci/ 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. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R13-01569 Initials: JEM Payment Date: 05/09/2013 User ID: 1165 Total Payment: 2,696.40 Payee: PACIFIC BUILDING ENVELOPE, INC. SET ID: S000001984 SET NAME: SUNWOOD CONDOS SET TRANSACTIONS: Set Member Amount D13-161 1,348.20 D13-162 1,348.20 TOTAL: —17414-8-72D TRANSACTION LIST: Type Method Description Amount Payment Check 006244 2,696.40 TOTAL: 2,696.40 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,696.40 TOTAL: 2,696.40 INSPECTION RECORD Retain a copy with permit INSPECT! N NO. 'PERMIT N CTY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1 l NJk.,vo Q c`( (L-�Ck v Type of, fpspection: , t' I t Address:.y ,� 6/J -,1.kIJ0JOU Date Called: a) Zl-r. --i.Zi.iC-7( ( . 'NN?..Jokic.c.0 Special Instructions: Date Wanted: .— 10—Z--D-r \ 3 a.m. p.m. Requester: r-�-�- -) �^ ,n: l'I Eke =, T `-: k� Phone No: ®Approved_per applicable codes. tl Corrections required prior to approval. COMMENTS: r- ,\DA f\toPc,/ /--eikk-- . ALV(A- -�� �A \ t N..),C, 1 %U`il: \I y a) Zl-r. --i.Zi.iC-7( ( . 'NN?..Jokic.c.0 .:;\ .E. C.: _ 4 0 ?a U...)NIV A diC-1.c_/,3 1 • r-�-�- -) �^ ,n: l'I Eke =, T `-: k� In pector: N CLAN tips) lLA/ REINSPE ION FEE REQUIRE. Prior to next nspection. fee m aid 300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,(2-- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: StiNU3400i) n6..3bIS Type of Inspection: 1 3 At 1 FHi ►ri IN1(1,lS1!fid Date Called: 1_ -- Address: 1 <1-S S Sl I :., u .000D fl, Special Instructions: Date Wanted: Requester: . Phone No: L4 32 .232 4 15 QApproved per applicable codes. Corrections required prior to approval. COMMENTS: WA -11 Shr-v,1 ,•AppRie6 Date: - 7— j f A /t ♦ % REI SPECTION FEE REQ IRED. Prior/to next inspection, fee must be p•'d at 6300 Southcenter B vd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -r_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .bi3-!(o Project:/ cti Type/9f Insp on: r f- Adj res 2. SS SU 1 /vUi0C9i Date Called: Special Instructions: /� `` :.3 I, 4 Date Wanted: 7 —> _ =a:m� p.m. Requester: Pht4 . 3 s _ ,2...3 2 49 15 ElApproved per applicable codes. ElCorrections required prior to approval. q COMMENTS:O. - o � 9- InspecZ-: Date: 1.04, o,ErNSPECTION FEE REaUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 to (206) 431-3670 Permit Inspection Request Line (206) 431-2451 0/3--/6/ VD Project:T .pe\of Inspection: // -1-6 ,6 7 Afl1 ,edtShe',/i/7/ —!(,4'45 �-WWiA Address: /5.2.5 .:Sl/ot/1)L Date Called: /%i%c / 7/ v (7/"/ vd. Special Instructions: Date Wanted:. �5-:� — /3 arm. Com• Requester: Phone No: © Approved per applicable codes. Corrections required prior to approval. COMMENTS: //) // -1-6 ,6 7 Afl1 ,edtShe',/i/7/ —!(,4'45 �-WWiA d v 1----R f9 n1, --A19 ?,+/s 40 di, > -__Z-N5,terW,cht 5 /%i%c / 7/ v (7/"/ vd. OK 7) 4 /-} i I .l Gtl5 d -L)i rr 1-_ /2,t) ,t/ef'fiP�t. mac» -396- Gsx REINSPECTION FEE RE•UIREPrior to next inspection. fee must be paid at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. I .. Date: 512.2-/ CARLISLE GOLDEN SEAL TOTAL ROOFING SYSTEM SERIAL NO. 10093386 REV.01 141 DATE OF ISSUR�iCEI D CITY OF TUKWILA BUILDING OWNER: THE SUNWOOD OWNERS ASSOCIATION NAME OF BUILDING: SUNWOOD CONDOMINIUMS BUILDING ADDRESS: 15235 SUNWOOD BOULEVARD, TUKWILA, WA OCT 2 d 2G13 DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 07/19/2013 PERMIT CENTER DATE OF ACCEPTANCE BY CARLISLE: 07/22/2013 (EB Warranty) CMD1129545 Carlisle Roofing Systems, Inc., (Carlisle) warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Golden Seal"Total Roofing System (Carlisle Total Roofing System) installed by a Carlisle Authorized Roofing applicator for a period of 20 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, in no event shall Carlisle's obligations extend beyond 20.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System. See below for exact date of warranty expiration. The Carlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Flashings, Counterflashings, Adhesives and Sealants, Insulation, Cover Boards, Fasteners, Fastener Plates, Fastening Bars, Metal Work, Insulation Adhesives, and any other Carlisle brand products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle with written notice via letter, fax or email within thirty (30) days of the discovery 0f any leak in the Carlisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the teak to be outside the scope of this Warranty, investigation and repair costs for this service shall be paid by the Owner. 2. If, upon inspection, Carlisle determines that the leak is caused by a defect in the Carlisle Total Roofing System's materials, or workmanship of the Carlisle Authorized Roofing Applicator m installing the same, Owner's remedies and Carlisle's liability shall be limited to Carlisle's repair of the leak. 3. This warranty shall not be applicable if, upon Carlisle's inspection, Carlisle determines that any of the following has occurred: (a) The Carlisle Total Roofing System (Membrane, Insulation or Accessory) is damaged by natural disasters, including, but not limited to, lightning, fire, insect infestations, earthquake, tornado, hail, hurricanes, and winds of (3 second) peak gust speeds of fifty-five mph or higher measured at 10 meters above ground; or (b) Loss of integrity of the building envelope and, or structure including, but not limited to partial or complete loss of roof decking, wall siding, windows, doors or other envelope components or from roof damage by wind-blown objects, or: (c) The Carlisle Total Roofing System is damaged by any intentional or negligent acts, accidents, misuse, abuse, vandalism, civil disobedience, or the like. (d) Deterioration or failure of building components, including, but not limited to, the roof substrate, walls, mortar, HVAC units, non -Carlisle brand metal work, etc., occurs and causes a leak or otherwise damages the Carlisle Total Roofing S stem or (e) Acids, oils, harmffut chemicaI the like ✓* contact with Carljslel0ToteI Roof ng System s ;0l otherwise I -rite ;Carlisle Total Roofing System . P # xkr s r s (f) The Carlisle Tot815R.oiohng System encounters lea oris otherwise damaged by{condensation resulting from any condition within the building that may generate moisture. 4 This Warranty shall be ..nan0 void if any of the following shall occu "�3 I " wa h• ' ', 1.. S 1",9 t r I cur. " ito irs au (a) If, after mstallauor� of the Carlisle�T(otal'Roofing�System by a�'ytG�arlislea Juthonzetl Rdofing Applicatoiflhere •aregany altera�ons_or repairs -made on or through the roof or objects such;as, ut no 'i , structures, xtures, solar panels twr wind turbinesrooI gardens or utilities oleRRp``laced upon -or attached to the; roof without first obtaining wrinen authorization 1ron Carlisle or f'`" rqr J id i i, r.roTh d of �� P m (b) Failure by the Owner to use reasonable in m maintaining the roof, said maintenance to include, but not be bmrtetl o -o, those' tem listed on Carlisle's Care 8 Maintenance Information sheet which accompanie tins Warranty 5. Only Carlisle b ae fibra insulation odu cred by' itis warranty Car"sle spec ny'd cid iris, b i ry;,.undAen a,,y; h�eorry of(law�'10, oamages; susiamed by or caused by non - Carlisle 6. During the term of this Warranty, Carlisle shall have free access to the roof during regular business hours. 7. Carlisle shall have no obligation under this Warranty while any bills for installation, supplies, service, and warranty charges have not been paid in full to the Carlisle Authorized Roofing Applicator, Carlisle, or material suppliers. 8. Carlisle's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. 9. Carlisle shall not be responsible for the cleanliness or discoloration of the Carlisle Total Roofing System caused by environmental conditions including, but not limited to, dirt, pollutants, or biological agents. 10. Carlisle shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land, or water serving the building. 11. This warranty is not assignable by operation of law or otherwise. Application may be made by a new building owner for reissuance of the warranty during the original warranty period. Certain procedures including, but not limited to, an inspection of the Roofing System by a Carlisle representative and fees will apply to any reissuance. Carlisle reserves the right, in its sole discretion, t0 refuse t0 reissue this warranty. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE ROOFING SYSTEM HAS BEEN INSTALLED THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPUED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. BY: Robert H. McNeill AUTHORIZED SIGNATURE TITLE: Director, Technical and Warranty Services This Warranty Expires: July 21, 2033 P.O. Box 7000 Carlisle, PA 17013 Phone: 800.233.0551 Fax: 717.245.7121 www.carlislesyntoc.cum WA -F0001 (6/13) G4RL15LE SYNTEC SYSTEMS Thank you for selecting Carlisle SynTec Systems as the provider of your new roofing system. We are confident you've purchased a roof that will protect your building and its assets for years to come. Enclosed is the owner's manual for your new roof. The manual includes your roofing system warranty, along with care and maintenance information that will ensure long-term system performance. Carlisle SynTec Systems is unsurpassed in its commitment to providing quality commercial roofmg systems, products and services. These services include: • Carlisle authorized applicators - This network of professionally trained roofing contractors ensures quality installation of our products and systems. In addition, they are a valuable resource if rooftop conditions change and modifications or revisions to your roofing system are required. • No -dollar -limit warranty - The warranty issued for your roofing project includes both labor and material coverage as outlined in the enclosed warranty document. • Service departments - There are several departments within Carlisle SynTec Systems available to answer questions and provide information regarding: o Roof maintenance programs o Revisions, alterations and/or modifications to your roof o Roof restoration o Warranty service To properly safeguard your roof — and your warranty — please consult the enclosed care and maintenance information prior to making any changes to your roofing system. For questions regarding your warranty, or to report a roof leak, please call us at 1-800-233-0551. If you wish to see the latest innovations in commercial roofing, please visit www.carlislesyntec.com. Once again, thank you for choosing Carlisle SynTec Systems. Sincerely, Robert H. McNeill Director, Technical & Warranty Services P.O. Box 7000 Carlisle, PA 17013 www.carlislesyntec.com Client Name: Contact: Client Address: Date: Field/Material Report Report #: 081012 Lease Crutcher Lewis Nick Losh 107 Spring St. Seattle, WA 98104 10/4/2013 Project Number: Permit # Project Name: Address: 13-308 013-090 Boeing MFC Flex Stalls 9725 East Marginal Way South Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Stoneway Concrete 14 6003-A 457 438170 4 33/56 4000 Inspection Performed: Reinforced Concrete Location: Blast fence pad and column footings. Grid Lines: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : 51 F 60 F 5 % 6" 7:00:00 AM 10 2.5 ADVA 11 WRDA64 28 ASTM C 1064 ASTM C 231 ASTM C 143 ByW hom: Contractor C'-; �7FEIVEL TUKW!,► NOV 19 2313 Remarks: Concrete was placed by chute and was mechanically consolidated. Reinforcement was per plans specifications. Samples were taken at the point of placement. Any water added was done by contractor and kept within the allowable. 0 Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: CENTER 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1307164 10/11/2013 7 4 X 8 12.63 1/1 48260 3820 C 1231 Cone 1307165 11/1/2013 28 4 X 8 12.63 1/1 64680 5120 C 1231 Cone 1307166 11/1/2013 28 4 X 8 12.63 1/1 63620 5040 C 1231 Cone 1307167 11/1/2013 28 4 X 8 12.63 1/1 61860 4900 C 1231 Cone Distribution: [j Client © Municipality ❑ Distribute Other Contractor ❑ Owner El Engineer ❑ Architect Date Mailed: Tested By: Mike Blackwell Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing Piling S t e e I Soils Wood October 23, 2013 File: 13-308 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Boeing. MFC Flex Stalls Address: 9725 E. Marginal Way S. Permit No.: D13-090 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTICG NATIONALLY ACCEPTED LABORATORY CITY OF RECEIVED UKWILA OCT 2 8 2013 PERM1r CENTER This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of our inspection reports have already been forwarded to you. 1. Reinforced concrete-CIP 2. Grout materials testing 3. Epoxy grouting 4. Structural steel erection -on site welding and high strength bolting 5. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President CC: The Boeing Company -Kevin Rambaldini Lease Crutcher Lewis -Nick Losh Tel: (425) 881-5812 Fax (425) 881-5441 u 7126 180th Ave. NE o P.O. Box 2523 s Redmond, WA 98073 Field Report Report #: 059698 Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Project Number: 13-308 Permit#: D13-090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: Welding Date: 10/16/2013 Time: Temperature: Flex stalls phase II electrical equipment stand, stall 80 north. Welding on braces and channels per drawing S507. Performed a visual inspection of welding. All welding per AWS D1.1 and per plan. OF TUK D CITY WILA OCT 282013 PERMIT CENTER Distribution: Distribute Client El Distribute Contractor ❑ Distribute Engineer Distribute Owner C] Distribute Municipality ❑ D• istribute Other • Distribute Architect [] D• istribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R, Testing is strictly forbidden June 3, 2013 Mr. Bob Benedicto City of Tukwila 6300 South Center Blvd. Suite 100 Tukwila, WA 98188 Re: Sunwood Roof Design Dear Mr. Benedicto, BUILDING ENCLOSURE SPECIALISTS BUILDING CONSULTANTS, INC. RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER Thank you for speaking with me about the roof design as permitted for buildings A and B at the Sunwood Condominium complex. These plans were submitted and approved for construction by the City of Tukwila. We understand your concern about the design meeting the intent of the code and are requesting a Code Alternate submittal as per IBC Section 104.1 1 . This section of the code states there are other design methods not specifically described by the code that may be used after approval by the Building Official. In this case, we are seeking your approval to install above -deck thermal insulation as permitted by Section 1508 of the 2009 IBC. The above deck rigid insulation would be installed per manufacturer's recommendation and standard of care for roof assemblies of this type. This letter will describe the existing assembly and reasons for applying the rigid insulation over the deck without ventilation. The existing roof construction had the following composition from bottom of ceiling to top of structural sheathing: • Painted Gypsum Wall Board • 12" Truss Joists at 16" on center • 5/8" plywood • Single Ply Torch -Down Roofing with Silver Paint. No insulation was observed in the truss spaces at the locations where roof sheathing or ceiling sheet rock was removed for moisture related damage on the existing roof. About 300-400 square feet of the existing roof had 3-4" of rigid insulation installed over the existing roof sheathing. In the areas below the rigid insulation, no moisture damage was discovered. It appears the rigid insulation installed over the sheathing was performing adequately, since the roof construction in 1980. The remaining roof has existing soffit vents with some "turbine" vents located in roof sheathing. The existing roof venting system does not vent all spaces of the flat roof assembly. Much of the soffit vents are painted over and many areas of the roof truss joists are blocked off by framing and do not allow for free ventilation. It should be noted that despite the lack of ventilation in the existing roof assembly, we have not observed any moisture related damages due to condensation. The water damage discovered is due to poor roof to wall installation. Following will be our proposed roof assembly from ceiling to roof top: • Existing Painted Gypsum Wall Board • Existing 12" Truss Joists at 16" on center • Existing 5/8" plywood • Self -adhered vapor barrier over entire roof sheathing extending over new parapets for air barrier continuity. • R-20 rigid insulation • 1 /4" Glass fiber reinforced cover board t,t. •i Lilt www.J2CONSULTANTS.COM Page 2 • 80 mil PVC roof membrane. This roof system is an effective assembly commonly used on all building types. Applying insulation outboard of the framing moves the dew point for condensation to the upper portions of the rigid insulation. Unventilated roofs over flat framing assemblies are proven building envelope designs. If requested we can provide Hygrothermal analysis of the designed roof assembly. We have done them on similar projects. These models are very complicated and do not address the many variables found in construction assemblies. For this reason, J2 provides diligent review of the construction installation procedures. As the Architect and Building Envelope Consultant on this project, we are providing the field reviews to verify the Contractor's compliance with the approved and permitted construction documents. We believe that adding ventilation below the insulation would be detrimental to the roof assembly as such ventilation would eliminate the air barrier design and would decrease the roof R -Value. In the Commercial Multi -Family Energy Code, the Envelope Summary states that roofs with "Insulation Entirely above the Deck" shall have a certain R Value with Continuous Insulation (noted as "c.i. in the Code). If ventilation were required below the continuous insulation it would obviate any Energy gains of the insulation above the deck. As this project is a remediation of an existing building with no insulation in the roof cavity, by adding the rigid insulation in this manner we are in effect improving the existing construction.. In summary, the roof design as permitted meets the statement of IBC 104.11" that the proposed satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in quality, strength, durability and safety." We hope this letter meets your approval. If you have any questions or would like to discuss this matter further, please contact me as soon as possible. My direct line is 425-223-4101 and my cell phone is 206-914-1608 Sincerely, 6401 REGISTERED ARCHITECT RUDY D. YOUNG ATE OF WAS4HINGT0 Rudy Young, Director of Architecture Cell Tel: 206-914-1608 J2 Building Consultants, Inc. www.J 2CON SU LTANTS. COM '.,i�v�'�;;n :'r•��f, .•� t, -��Jii I ';oi Ft..u.�5. RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER 11.,• 32 "<<- I Ill SUNWOOD CONDOMINIUM A&B ROOF REPLACEMENT TUKWILA, WASHINGTON J2# 07582-4 (03/15/13 — BID SET) PART 1 - GENERAL 1.1 A. INTRODUCTION SECTION 01 125 DESCRIPTION OF WORK SECTION 01 125 DESCRIPTION OF WORK PAGE 1 FILE COPY A,*r!t No. Exterior rehabilitation of the following existing Project: 1. Name: Sunwood Condominiums Buildings A&B 2. Address: 15100 Sunwood Blvd, Tukwila, WA 98188 3. Number of Buildings: 2 Residential Buildings 4. Existing Roof Construction: Flat roof with torchdown membrane over Metal panel sloped roofs at other locations (not in contract). 5. Existing Wall Assembly: a. Stucco b. 60 minute asphalt saturated building paper c. Exterior Gypsum Board d. 2x wood framing with NO fiberglass batt insulation e. Interior GWB B. Condominium Repair General Notes: plywood typical. REVIEWED FOR CODE R�GVEi9NC& MAY 15 2013 City of Tukwila BUILDING DIVISION Washington State's RCW 64.55 for condominium rehabilitation does not apply to this project. J2 Architecture does not warrant its work nor is it possible to provide a perfect set of contract documents. These contract documents do not contain an "as built record" nor do they detail the existing conditions. The General Contractor is responsible for reviewing all existing conditions. These preliminary documents provide anticipated weatherization details and processes one could infer from visual investigations of ex- isting conditions. During the course of demolition and construction, additional details and quantities will be provided to facilitate appropriate repairs of conditions not described herein. Contractor is required to submit RFI's for unforeseen conditions which necessitate additional services. If additional work is deemed necessary by the project team, the contractor shall submit cost proposal to perform work within (10) days. This project shall require a collaborative team approach to be successful. Regular project meetings, along with frequent site visits by the HOA representatives, Construction Manager, and Architect shall be critical to maintaining open lines of communication for quickly resolving decisions needed during the construEIVED processes. CITY OF TUKWILA MAY 0 9 2013 1.2 SCOPE OF WORK A. General Requirements: 1. Provide temporary security and weather protection when not actively working. PERMIT CENTER 2. Provide "wood chip" walk surfaces at landscaped areas to protect vegetation at areas of heavy work traffic. J2 Building Consultants, Inc. 13400 188`h St SW, Ste 302 1 Lynnwood, WA 98037 1425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUM AaB ROOF REPLACEMENT TUKWILA, WASHINGTON J2# 07582-4 (03/15/13 — BID SET) SECTION 01 125 DESCRIPTION OF WORK PAGE 2 3. Per Puget Sound clean air act conduct an asbestos and lead paint survey. The inspector shall be a certified AHERA inspector. By Owner- not in contract_ ti ,4:xr �;Cc ntLacfor shall provide on-site supervision, temporary facilities, and coordination with Owner with respect to parking, staging etc. B. Exterior Walls: Stucco cladding shall be removed at the areas indicated on the plans. 1. Siding Demolition: Remove stucco cladding at the areas indicated on the roof plan. Where stucco is to be patched following the repairs, chip back the stucco carefully as not to damage the underlying weather resistive barrier. 2. Sheathing and Framing Replacement (Contingency): Where damaged due to moisture or structural inadequacy; replacement shall be provided by Contingency. Extent of damage will be identified during demolition. Repair design shall be provided by the Architect/Engineer. Repair work shall be performed on a time and materials basis. 3. Interior Finish Repair: Where interior finishes need repair, such work shall be provided q �.-' - ^- 7::. `T' .y --by Contingency, unless caused by inadequate weather protection, careless means and �.i . ,i �1�/w�?\- -• methods during demolition and/or repair, or other forms of negligence on the part of the i.3V AI AMOJ dCCcoritractor. Areas requiring repair shall be identified during the demolition phase. Repair j Q;VO$ ciqA workshall be performed on a time and materials basis. I iI ; P 4 Fiber Cement Siding: New fiber cement siding as described in Drawing installed over 4rGa t' t' ' ventilated rainscreen drainage mat strips and WRB (weather resistive barrier). I5. Stucco: At areas where stucco is to be patched following repairs, provide scaffolding as sliwAuT to ,(;, required to perform the work. Patch the stucco to match existing thickness and finish. wolemo Iillo Skim finish coat to nearest logical breakpoint or control joint, whichever is closest. Match .-----_____Lf finish color as closely as possible. An allowance, as listed in the Bid Form, will be included to cover this work. 6. Weather Resistive Barrier (WRB) and Rain Screen System: Install approved commercial grade building wrap. WRB installation shall meet special warrantee requirements. Rain screen materials and installation are also outlined in 07 290. 7. Self Adhered Flashing (SAF): Install Butyl self adhered flashing systems. 8. Exterior Trim: Assume 3/4" x 3-1/2" fiber cement trim boards painted. 9. Sealants: Apply backer rod and sealants at all intersections, penetrations, and transitions as indicated in Documents. • 4 i1, sr 10. Light Fixtures: Remove and reinstall light fixtures per details. .`,"11. Flashings including but not limited to: base of wall, saddle and boot, vent, door head, metal pans, roof to wall, and parapet copings. All exposed metal flashing shall be powder coated, with the exception of the parapet copings, which shall be PVC coated. 12. Exterior Paint: Prep, prime and paint siding and trim. Fiber cement materials are pre - primed and do not require additional primer. Prime all cut ends per manufacturer's requirements. Additional exterior painting shall include the following: a. Refinish all exterior surfaces that were previously painted, whether directly affected by the remediation or not. This includes, but is not limited to: J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUM ABB ROOF REPLACEMENT TUKWILA, WASHINGTON J2# 07582-4 (03/15/13 — BID SET) 1) Swing doors b. Specific Exclusions: 1) Rooftop Deck 2) Rooftop Deck Railings SECTION 01 125 DESCRIPTION OF WORK PAGE 3 C. Door and Window: There is (1) swing door and (1) sliding glass door per roof. Perform the following repairs: 1. Remove and reset swing doors as required to install door pan per details. 2. Remove and replace sliding glass doors with VPI Bellevue Series doors to match existing size and configuration. 3. Modify and repair interior sliding glass door liners as required. Handling of window treatments by others. 4. Install SAF, WRB and Sealants per details. 5. Install new fiber cement face trim stock. 6. Finish swing door and trim with new primer and two coats exterior latex, semi gloss. D. Low Slope Roofs: The existing roof will require full replacement with a sloping tapered rigid insulation and roof membrane assembly. Two membrane options are included; 80 mil PVC or a 2 ply SBS system. Install per Contract Documents and following general instructions: 1. Remove and store roof -top deck boards, framing, and railings for reinstallation. 2. Demolition: Remove and dispose of existing roofing, flashings, copings, and any defective drains. Inspect roof drains for any deficiencies by running water through each drain and overflow to confirm operation. If required, report deficient roof drains as an RFI with recommendations for repair. 3. Existing bathroom, laundry and other roof top mechanical vents: Remove and save for reuse. Clean and repaint existing metal vents. If metal vents are deficient, provide RFI listing quantity and cost estimates to replace deficient metal vents. Install new wood curbs to allow for new rigid insulation height. Install new roof membrane over curbs and fasten metal vents in a water tight manner. 4. For purposes of estimating overall project duration assume replacement of a portion of roof sheathing. See Bid Form for additional information and instructions regarding allowances. 5. Remove and close off 100% of roof ventilators and cover with new plywood and framing as necessary. 6. Remove existing chimney caps and replace existing plumbing and other pipe flashings. For a PVC roof, install PVC coated pipe penetrations at pipes with new stainless clamps and rain collars at larger pipes. Existing roofing to tie into PVC pipe penetrations. No chimney caps will be reinstalled, with the exception of the chimneys adjacent to the roof decks as shown on the roof plan. Install new rain -collars over top of chimney. a. For the 2 ply SBS roof alternate, install liquid flashing with fabric reinforcement at penetrations as recommended by manufacturer. 7. Raise existing parapet wall coping as needed to install rigid installation per the roof details. J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 I Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUM A83 ROOF REPLACEMENT TUKWILA, WASHINGTON J2# 07582-4 (03/15/13 — BID SET) SECTION 01 125 DESCRIPTION OF WORK PAGE 4 8. Install new self -adhered elastomeric base ply over clean dry plywood extending over new exterior curb and existing stucco, as indicated on drawings and specifications. 9. Install a minimum of R-20 rigid insulation with tapered portions where required to meet minimum Y<":12" slope to drain. 10. Install Y<" cover board over sloping rigid insulation as noted in drawings and roof Specifications. 11. New Roof Membrane: Roofing membrane base bid shall be a mechanically fastened 80 mil PVC membrane roofing system as described in Specification. a. 2 Ply full adhered SBS alternate: Install as described in Specification. 12. Reinstall roof top deck framing, deck boards, and railings. Install framing on protection mats as required or recommended by the roofing manufacturer. E. Downspouts: Remove and replace collector heads and downspouts for locations located on the existing flat roofs. F. Exclusions 1. Electrical — Other than handling light fixtures and electrical outlets as part of wall remediation work. 2. Plumbing — Other than roof drains 3. Mechanical — Other than removal and installing vents, chimneys, etc. PART 2 - PRODUCTS - NOT APPLICABLE PART 3 - EXECUTION - NOT APPLICABLE END OF SECTION J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 I Lynnwood, WA 98037 1425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 545 POLY VINYL CHLORIDE (PVC) ROOFING PART IGENERAL 1.1 SECTION INCLUDES SECTION 07 540 PVC ROOFING PAGE 1 A. Provide a (Mechanically Attached, Smooth Surface Single -Ply Thermoplastic membrane roofing system over new protection board, tapered rigid insulation and existing approved Plywood roof deck, complete with related flashings, and accessories and performing such incidental or other work as may be necessitated by these operations. B. General Requirements. C. Thermal Insulation. D. Polyvinyl -Chloride Roofing. E. Flexible Flashing/ Laminated Sheet Flashing. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards. B. ASTM E 108- 'Standard Test Methods for Fire Tests of Roof Coverings'. C. ASTM D 4434- 'Standard Specification for Poly -Vinyl -Chloride (PVC) Sheet Roofing'. D. ASTM D 1079- 'Standard Terminology Relating to Roofing, Waterproofing, and bituminous Materials'. E. Underwriters Laboratory (UL) — Roofing Systems and Materials Guide. F. Sheet Metal and Air Conditioning National Association, Inc. (SMACNA) - Architectural Sheet. G. American Society of Civil Engineers (ASCE) - ASCE 7-05 SEI 'Minimum Design Loads for Building and Other Structures'. H. ANSI/SPRI- Single -Ply Roofing Institute. NRCA- National Roofing Contractors Association. J. International Building Code (IBC) and International Residential Code (IRC) 1.3 SUBMITTALS A. Submit product data, samples, shop drawings, and installer certification under provisions of Division 1. B. Submittal Documentation: Submit product/technical data sheets indicating membrane materials, base flashing materials, insulation, separator/ thermal insulation, accessories and manufacturer's installation instructions and details. C. Samples: Submit 8"x 11" samples of each color of PVC membrane for approval. D. Installer Certification: Submit certification from manufacturer of membrane roofing system certifying that installer is approved by manufacturer for installation of specified roofing system. J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 2 E. Manufacturers Certification: Submit manufacturer's certificate under provisions of Division 1 that products and installed system meet or exceed specified requirements: Components to be used that are other than those supplied or manufactured by IB Roof Systems may be submitted for review and acceptance by IB Roof Systems. IB Roof Systems acceptance of any other product is only for a determination of compatibility with IB Roof Systems products and not for inclusion in the IB Roof System warranty. The specifications, installation instructions, limitations, and/or restrictions of the respective manufacturers must be reviewed by the Owner's Representative for acceptability for the intended use with IB Roof Systems products. II. No deviation should be made from this specification. Installer assumes liability for any deviations from specifications. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum 20 years documented experience. B. Applicator: Company specializing in applying thermoplastic roofing with minimum five years documented experience and approved by materials manufacturer. C. Application of Roofing: Work of this Section to conform to the current edition of the 'Roofing Manufacturer Division 7 Roofing Binder, 'The NRCA Manual: Low Slope Roofing'. *Itis the responsibility of the applicator to address any conflicts or disparities between NRCA requirements and manufacturer's requirements. D. Materials: Provide only top quality materials of manufacturer, certified as to type and weight conformance with specifications. All materials shall be provided or recommended by the Roofing System manufacturer. E. General Contractor: will be responsible for coordinating pre -roofing conference at least one week prior to initiation of roofing work. Manufacturer representative, foreman for roofing contractor, estimator for roofing contractor, architect, owner representative, sheet metal contractor, general contractor and other required parties must be present to discuss the execution of the work. F. Manufacturers Final Inspection: If a Manufacturer's Labor and Material Warranty is requested, an inspection shall be made by a representative of Roofing Manufacturer, to observe the installation of the waterproofing system. The representative will check and test all welded seams prior to the installation of the separation layer, protection layers, insulation layers and drainage layer. * If any items are found to be deficient and cannot be corrected at the time of inspection. a punch list will be made and sent to the waterproofing contractor for correction. 1.5 PERFORMANCE REQUIRMENTS A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials and accessories that are compatible with one another under the conditions of service and application required, as demonstrated by the roofing manufacturer based on tested systems and a proven track record. J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 3 C. Physical Properties: Roofing Membrane is to be a ASTM D 4434, type III that meets the following physical properties: 1.2 Over-AII Thickness: Weathering And Bottom Layer Are To Be Equal Thickness With A Minimum Total Thickness Of (80) Mil. Per ASTM D 751, 4/- 10%. 2.2 Scrim Reinforcement: 9 X 9 (per inch) Weft Polyester Scrim 3.2 Scrim Water Absorption: Non -Wicking. 4.2 Fire Hazard Classification Test Methods: UL 790, ASTM E 108 5.2 Top Coating (Above Weathering Layer): Acrylic 6.2 Initial Solar Reflectance: 0.87 7.2 Initial Emissivity: 0.88 8.2 Initial Solar Reflectance Index (Sri): >107 9.2 Aged Solar Reflectance (3 -Year): 0.74 10.2 Aged Emissivity (3 -Year): 0.89 11.2 Aged Solar Reflectance Index (Sri): >93 1.6 REGULATORY REQUIREMENTS A. Code Compliance: The buildings roofing system is to conform to applicable requirements of the Local Building Code. B. Fire Hazard Classification: The buildings roofing system is to be tested in accordance with ASTM E 108, and listed with Underwriters Laboratory (UL) or Factory Mutual (FM) as a: Class ('B') Roofing System with current verifiable report or listing. C. Uplift Resistance: The buildings roofing system must be designed and applied to resist the design pressures as required by local building codes. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. Store products in weather protected environment, clear of ground and moisture. Cover material so as to prevent condensation beneath covering. B. Bonding adhesives shall be stored at temperatures above 40° F. C. Store materials and equipment in a manner to avoid significant and/or permanent deflection of deck. Spread loads of roofing materials on roof structures to avoid damage to existing structure. Use protective plywood as required. No material shall. be stored on new roofing unless properly protected to prevent damage to the finished roofing system. 1.8 PRE INSTALLATION CONFERENCE A. Schedule a pre -installation conference 5 days prior to commencing the work of this section. All parties responsible for the work of this section shall attend, including the Architect, Owner and Contractor and other trades involved. Contractor shall provide following information at pre- installation conference: a. Review and coordination of installation procedures and a timeline schedule for completing work. J2 Building Consultants, Inc. 13400 188`" St SW, Ste 302 1 Lynnwood, WA 98037 1425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 4 b. Inspection and report job condition prior to installation. c. Provide meeting notes and provide to parties present. Meeting notes shall include outstanding issues designating responsible party for action and timetable for completion. 1.9 ENVIRONMENTAL REQUIREMENTS A. Precautions: Install roofing only when adequate application temperatures that result in a satisfactory roofing system application can be maintained; apply no insulation or membrane adhesives to the substrate or roofing membranes when deck surface temperatures are less than the recommended application temperature range stated on the products labels, or printed literature. Install no roofing material when water in any form is present on roof deck surface, or when materials are damp or wet. Proceed with roofing work only when existing and forecasted weather conditions will permit work to be performed in accordance with manufacturer's recommendations and warranty requirements. B. Temporary Roofing: When adverse job conditions or weather conditions prevent permanent roofing and associated work from being installed in accordance with requirements, and it is determined by Contractor that roofing cannot be delayed because of need for job progress or protection of other work, proceed with installation of temporary roofing, per requirements of the roofing manufacturer. C. Moisture: Condensation or moisture migration into the roof system must be controlled so that it does not compromise the performance of the insulation and other components of the assembly. Moisture vapor tends to migrate from warmer to cooler areas. Air/vapor retarders are used to inhibit or block the flow of warm moist air into the roof system. To determine if an air/vapor barrier is necessary, a design professional with experience with air handling and moisture control should be consulted. 1.10 WARRANTY A. 25 Year No Dollar Limit (NDL) Warrantee: Provide a manufacturer and installer NDL warrantee for 25 years for labor and materials for all membrane base, parapet, and all roofing accessories as necessary for a water tight roofing installation. Submit executed copy of warrantee to the Owner from the date of final acceptance by Owner. PART 2 PRODUCTS 2.1 GENERAL ROOFING PRODUCT DESCRIPTIONS A. Acceptable Roofing Membrane Manufacturers: 1. IB Roof System 2. Sika Sarnafil B. Acceptable protection board manufactures: 1. Dens deck. 2. Securock Cover Board C. Acceptable rigid insulation manufactures: 1. Insulfoam Expanded Polystyrene (EPS), Kent, WA. 800-775-9424. 2. Other similar rigid insulation with a minimum R value of R-5 per 1 inch. D. Self Adhered Elastomeric Base Ply over exiplywood: J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 !Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03!22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 5 1. Description: Base ply to be applied over clean dry existing plywood roof substrate and up and over any roof curbs as indicated in drawings. Intended to provide temporary weather protection and to seal up air gaps at existing plywood sheathing layer. E. Substitutions must meet same standards as this specification. If a substitution is requested, Contractor shall submit a Substitution Request form. Form will be supplied after substitution request is submitted to Architect and/or Roofing Consultant. 2.2 ROOF DECK MEMBRANE MATERIALS A. Detail Flashing Membrane: 0.080 mil. smooth, unreinforced thermoplastic PVC membrane for flashing/reinforcing supplied by Roofing Manufacturer. B. Roof Covering: Field & Base Flashing Membrane (1 -layer): (80) mil. Single- Poly -Vinyl -Chloride (PVC) non -wicking polyester fiber reinforced thermoplastic membrane, conforming to ASTM D 4434, Type III with the following physical properties: 50/60/80 mil. Membrane Property Method Thickness (in) ASTM D 751 Weight (per 540/340 sq. ft) Initial Solar Reflectivity 3 -Year Solar Reflectivity Initial Emittance 3 -Year Emittance Breaking Strength Elongation @ Breaking (%) Retention of Properties after Heat Ageing: Breaking Strength (%) Elongation @ Break (%) Tearing Strength (%) Tearing Strength (Ibf.) Low Temperature Bend (C°) Accelerated Weathering Linear Dimensional Change Change in Weight after immersion in water Static Pressure Resistance Dynamic Puncture Resistance Seam Strength Warranty (years non -prorated) Min. Min. Min. Min. ASTM D 751 ASTM D 751, B -Grab Method ASTM D 3045 @ 80° F for 56 days, 6 hours ASTM D 751 ASTM D 2136 @-40° C ASTM D 53 5,000 Hour Min. ASTM D 1204 @ 80° F for 56 days, 6 hours ASTM D 570 @ 70° F for 168 hours ASTM D 5602 @33 Ibf at 23° C ASTM D 5635 20 j @ 23° C Results 0.05/0.06/0.08 (+/- 10%) 180/200/195 lbs. 0.87 0.73 0.88 0.88 MD: 370/465/540 lbs./in XMD: 310/400/480 lbs./in MD: 40 Ibs./in XMD: 38 Ibs./in Pass Pass Pass Pass MD: 72/73/74 lbs./in XMD: 49/60/70 Ibs./in Pass Cracking (7x mag.): none Crazing (7x mag.): none MD: -0.4 % XMD: -.00 % 1.5 % Pass Pass 100% 15/20/25 years 2.3 MEMBRANE ADHESIVE AND SEALANT MATERIALS A. Water -Borne -Water-based Membrane Bonding Adhesive for use with Roof Systems Single -Ply membranes. J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 6 B. Vertibond-Solvent Based Membrane Bonding Adhesive for use with Roof Systems Single -Ply membranes. C. One part polyurethane sealant suitable for sealing upper lip of exposed termination bars and around upper edge of penetration clamping rings, meets or exceeds ASTM C 920, Solar Seal #900 Teropolymer Rubber Adhesive/ Sealant by NPC. D. One part polyurethane sealant suitable for sealing upper lip of exposed termination bars and around upper edge of penetration clamping rings, meets or exceeds ASTM C 920, Urethane Caulk 150 Adhesive/ Sealant by BASF. E. One part butyl based high viscosity sealant suitable for sealing between flashing membrane and substrate surface behind exposed termination bars and for sealing between roofing membrane and drain flange. Ashland PLIOBOND 9508 Water Cut -Off Mastic, by Ashland Chemicals. F. 100 percent solids epoxy based two-part sealant suitable for filling sealant pans at irregularly-shaped penetrations. Epoxy is part A. Polyamide is part B. Chemlink 2 -Part Pourable Sealer, by Chemlink. 2.4 MISCELLANEOUS MATERIALS A. Mechanical fasteners: 1. # 14 HD Screws: Heavy duty gauge alloy steel fastener with CR -10 coating with a .245 inch diameter thread: Factory Mutual Standard 4470 Approved, #3 Phillips truss head for use on approved decks. supplied by Roof Manufacturer. 2. #15 XHD Screws: Heavy duty gauge alloy steel fastener with CR -10 coating with a .275 inch diameter thread: Factory Mutual Standard 4470 Approved, #3 Phillips truss head for use on approved decks. supplied by Roofing Manufacturer B. Plates and Batten Bars: 1. Factory Mutual and Dade County Approved, Roofing Manufacturer 3" Glavalume Coated Steel Insulation Plates used to attach approved separator sheets, rigid insulation, and cover boards. 2. Factory Mutual and Dade County Approved, Roofing Manufacturer 2" Barbed Galvalume Coated Steel Membrane Plates used to attach the inseam of single ply roofing membranes. 3. Factory Mutual and Dade County Approved, Roofing Manufacturer 2-3/8" Magnum Barbed Galvalume Coated Steel Plates used to attach the inseam of single ply roofing membranes. 4. Factory Mutual and Dade County Approved, Roofing Manufacturer 2" NTB Barbed Galvalume Coated Steel Membrane Plates used to attach the inseam of single ply roofing membranes. 5. Factory Mutual and Dade County Approved, Roofing Manufacturer 3" NTB Galvalume Coated Steel Membrane Plates Insulation Plates used to attach approved separator sheets, rigid insulation, and cover boards. 6. Factory Mutual and Dade County Approved, Roofing Manufacturer 1" Galvalume Coated Steel Batten Bar used to attach the inseam of single ply roofing membranes. 7. Factory Mutual and Dade County Approved, Roofing Manufacturer NTB 1-1/2" Galvalume Coated Steel Batten Bar used to attach the inseam of single ply roofing membranes. C. Termination Bars: J2 Building Consultants, Inc. 13400 188th St SW, Ste 302 'Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 7 1. Extruded aluminum termination bar with angled lip caulk receiver and lower leg bulb stiffener. Pre -punched slotted holes at 6 inches on center. 1" inch by 10 feet, Termination Bar, by Roofing Manufacturer. 2. 24. Gauge, galvanized finished, 0.060 PVC clad steel termination bar with angled lip caulk receiver and lower him stiffener: 3" inch by 10 feet, IB Clad Termination Bar. D. Factory Fabricated Membrane Flashings: 1. Dielectrically welded, supported/ non -supported 'Cone' and 'No -Cone' Single -Ply membrane flashings. supplied by Roofing Manufacturer 2. Dielectrically welded, non -supported 'Inside' and 'Outside' Single -Ply membrane corners. supplied by Roofing Manufacturer 3. Dielectrically welded, PVC two (2) way membrane vents with supported Single -Ply membrane targets. supplied by Roofing Manufacturer 4. Dielectrically welded, PVC eight inch (8") vents with supported Single -Ply membrane targets. supplied by Roofing Manufacturer 5. 5": 60 mil. IB ('Chem -Guard') Single -Ply (Chemical Resistant) Poly -Vinyl -Chloride (PVC) non -wicking polyester scrim reinforced thermoplastic membrane T -Joint Patches. supplied by Roofing Manufacturer E. Factory Fabricated Drains/ Overflows/ Scuppers: 1. Spun Aluminum, Plastisol coated, retro -fit roof drain/ overflow insert with a factory welded non -wicking polyester scrim reinforced thermoplastic membrane target, available in 3-6" diameter with a 12" drain stem, and a rubber compression sealing anti - back flow gasket: IB/U-Flow Drain. 2. Custom 24. Gauge, galvanized finished, 0.060 PVC clad steel scupper with factory welded smooth, unreinforced thermoplastic PVC membrane: IB custom Clad Metal Scuppers. F. Metal Edge Termination: 1. Custom 24. Gauge, galvanized finished, 0.060 PVC clad steel Drip or Gravel Stop Edge Metal supplied by Roof Manufacture, meeting the minimum dimensional standards: Edge Metal (Non -Raised Edge) With Hemmed Edge 2" Face 2-1/2" min. Deck Flange 3" Face 2-1/2" min. Deck Flange 4" Face 2-1/2" min. Deck Flange 5" Face 2-1/2" min. Deck Flange Gravel Guard (3/4" Raised Edge) With Hemmed Edge 2" Face 3" Face 4" Face 5" Face 2-1/2" min. Deck Flange 2-1/2" min. Deck Flange 2-1/2" min. Deck Flange 2-1/2" min. Deck Flange 2.5 ROOFING ASSEMBLY SUMMARIES: A. ROOF DECK: • Weight Per Piece 5.0 lbs. 6.0 lbs. 7.0 lbs. 8.0 lbs. Weight Per Piece 7.0 lbs. 8.0 lbs. 9.0 lbs. 10.0 lbs. J2 Building Consultants, Inc. 1 3400 18&' St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 8 Existing Plywood Decking (patch and repair as required for any moisture damage) B. SUBSTRATE: Roof deck must be clean, dry, smooth, and structurally sound to receive the new roofing system. Drainage must be incorporated in the design to prevent ponding water. C. SEPARATION SHEET is to be attached to the roof deck per the fastening and fastener requirements for the design pressure determined by the Authority Having Jurisdiction (AHJ) and the building code (whichever is more stringent). D. Rigid insulation: EPS (Expanded Polystyrene) rigid insulation. Minimum 2" with tapered portions above to achieve 1/4" — 12" scope minimum. E. MEMBRANE: 60 mil. Single -Ply IB Chemical Resistant Poly -Vinyl -Chloride (PVC) non -wicking polyester scrim reinforced thermoplastic membrane per the Roofing Manufacturers attachment requirements for the design pressure determined by the Authority Having Jurisdiction (AHJ) and the building code (whichever is more stringent). F. Protection Board: 1/4" DensDeck or approved. G. BASE FLASHING: 60/mil. Single -Ply IB Chemical Resistant Poly -Vinyl -Chloride (PVC) non - wicking polyester scrim reinforced thermoplastic membrane, fully adhered at all flat to vertical transitions. H. FLASHING ACCESSORIES, installed on -top of the surface of the 60 mil. IB Single -Ply PVC Membrane per the Roofing Manufacturers attachment requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify that deck is supported and secured. C. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set. D. Verify that attachment capabilities of the roof deck and fasteners by conducting pull-out tests per ANSI/SPRI-FX-1 07 & TAS 137. E. Beginning of installation means installer accepts substrate. 3.2 PROTECTION A. Protect building surfaces against damage from roofing work. Provide safety barriers and other protection devises as needed to protect property and people. 3.3 EXISTING ROOF REMOVAL AND PREPARATION A. Remove in its entirety the existing Roofing assembly including all residual asphaltic adhesives and primers from drains, walls, and curbs. Penetrations, metal flanges, etc. Remove and replace all existing drains with new drains with clamping rings. B. Accurately layout work surfaces for materials application. Verify acceptability of substrate for roofing. Lay PVC Field Membrane perpendicular to the incline starting at the low point of the roof. J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 9 C. Provide material to substrate as required to produce an even substrate that will maintain the required slope for drainage. 3.4 GENERAL INSTALLATION REQUIREMENTS A. All drains, projections and edges shall be installed in strict accordance with practices set forth in the NRCA Roofing Manual or manufacturer of membrane. All mechanical equipment requiring fastening shall be fastened with hex head screws with neoprene washers. B. Cooperate with inspection and testing agencies engaged or required to perform services in connection with roofing system installation. C. Provide cut-offs at end of each days work, to cover exposed partially installed membrane and insulation. Remove cut-offs before resuming work. D. In finished areas, storing, walking, wheeling, or trucking will not be permitted. Provide smooth, clean boards or plank walkways, runways, and platforms near supports, as needed to distribute weight to conform to indicate live load limits and transient Toads imposed during roofing installation and construction. E. Membrane overlaps shall be shingled with the flow of water whenever possible. 3.5 SUBSTRATE: A. Engineered Wood (Plywood or Oriented Strand Board) 1. Remove all rotted or deteriorated wood a minimum of 16" from last point of rot. Verify moisture content to be less than 14% before covering. Provide minimum 15/32 (12 mm) plywood or OSB depending on design pressures and holding capacity of membrane/insulation fasteners. Increase thickness if needed to match existing roof decking being replaced. Deck type and attachment shall conform to local code requirements. Fastener heads shall be recessed into the wood surface. 3.6 SEPARATION SHEET INSTALLATION A. Separation Sheet shall be applied over non -compatible, or irregular substrate starting at the low side of the roof with non -bucking water seams. Side and end laps shall be a minimum of 2". B. Separation Sheet must be secured with approved corrosion -resistant screws and 3" galvalume insulation plates, as supplied by I B ROOF SYSTEMS, to prevent movement from wind or traffic. C. The installation of Separation Sheet is to be followed immediately by the installation of IB PVC Single -Ply. 3.7 MECHANICALLY ATTACHED FIELD MEMBRANE APPLICATION A. Field Membrane is to be attached to the roof deck per the fastening and fastener requirements for the design pressure determined by the Authority Having Jurisdiction (AHJ), and the local building code. B. Zone 2 & 3 (perimeter & corner): Start by installing a 36" (half rolls) wide sheets at the low side of the roof (either at the base of a perimeter parapet wall or at the nailer of the perimeter edge) so that the water flows over, but never against the side laps. Turn over the edge, below the nailer (roof edge applications) or at the base of the perimeter parapet or roof curbs. Place approved fasteners at the ink markings of the Field Membrane per the lap spacing density J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22113—BID SET) SECTION 07 540 PVC ROOFING PAGE 10 required and secure using a clutch or adjustable depth powered fastening device. Installer to ensure that the fasteners are to engage the top rib (metal decks) or upper flat surface of the substrate and not over drive or strip out fastener from the roof deck. Continue installing 36" (half rolls) wide Sheets as described until reaching the end of the perimeter zone that is being roofed that work day or onset of inclement weather. C. Welding Start -Up (start of every welding cycle: morning, after break, after lunch, ECT): Before starting any finish welding, operators are to conduct several test welds using the same membrane at the same ambient temperature as the just installed courses and cut 1" wide strips of the test membrane and pull apart (tear bond) to determine quality of the welds. A satisfactory weld is when the weathering layer (membrane surface) is fully welded to the underside of the overlapping membrane, and when pulled, is torn away, exposing the reinforcement scrim of the underlying membrane. Minimum acceptable Automatic welds are 1-1/2"wide and 2" wide for hand welds. Automatic Welder temperature and speed is to be monitored and adjusted throughout the day to prevent over -heating (creating blisters, burns and/or distortions of the lap area), under -heating (laps are not thermally sealed). Hand Welders are to be monitored and adjusted throughout the day to prevent over -heating (creating blisters, burns and/or distortions of the lap area), under -heating (laps are not thermally sealed). D. All courses shall be installed with 5" side -laps, and 4" end -laps. E. Membrane must be installed tightly around the base of pipe penetrations, or trimmed and gapped as required by the fire code around heat sources (like heat flumes, chimneys, ECT.). F. Zone 1 (field): Start by installing a 72" (full rolls) wide sheets lapping onto the last course of the perimeter and corner sheets, so that the water flows over, but never against the side laps. Place approved fasteners at the ink markings of the Field Membrane per the lap spacing density required and secure using a clutch or adjustable depth powered fastening device. Installer to ensure that the fasteners are to engage the top rib (metal decks) or upper flat surface of the substrate and not over drive or strip out fastener from the roof deck. Continue installing 72" (full rolls) wide Sheets as described until reaching the end of the field zone that is being roofed that work day or onset of inclement weather. G. Membrane must be installed tightly around the base of pipe penetrations, or trimmed and gapped as required by the fire code around heat sources (like heat flumes, chimneys, ECT.). H. Zone 3 (corner):install perimeter sheets as described in section 3.09: B. install additional rows of fasteners and plates over the top surface of the installed sheets in a straight line at 3' intervals at the fastener spacing required by the designer of record or authority having jurisdiction. Install a cover -strip of reinforced 50 mil. IB membrane that is heat -welded around the perimeter of the cover -strip. 3.8 ROOF FLASHINGS A. Install the field, perimeter, and corner membranes as described in sections above. B. Cone Flashings: Install a minimum 4 membrane plates and fasteners evenly distributed around the base of all pipe/ penetrations (larger than 6" diameter flashings require additional fasteners typically spaced 6" on center near the base of the vertical pipe/ penetration. Measure the top height of the cone flashing and mark IA" above height of penetrations and install a continuous 1/8" bead of water stop around penetration. Slide cone flashing over penetration and center. Heat weld around the perimeter of the target sheet. Probe and repair all non -welded areas. J2 Building Consultants, Inc. 1 3400 188`" St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 11 C. Cone Flashing (split flashings): Install a minimum 4 membrane plates and fasteners evenly distributed around the base of all pipe/ penetrations (larger than 6" diameter flashings require additional fasteners typically spaced 6" on center near the base of the vertical pipe/ penetration. Measure the top height of the cone flashing and mark Y2" above height of penetrations and install a continuous 1/8" bead of water stop around penetration. Wrap cone flashing around penetration and center. Tack weld in several spots to prevent flashing from becoming misaligned. Heat weld around the perimeter of the target sheet and up the vertical lap of the split cone. Probe and repair all non -welded areas. D. Install stainless steel draw band 1/8" below the top of the cone to penetration connection and tool in a'/4" continuous bead of Urethane sealant at the top of the flashing. 3.9 BASE FLASHINGS A. Install the field, perimeter, and corner membranes as described in sections above. B. Install a membrane plates and fasteners evenly distributed around the base of all roof to wall (curbs, parapet walls, roof top equipment, ECT) 6" on center (for alternate field termination at base flashing see the manufacturers roofing details). Cut base flashing membrane to size and either adhere using VERTIBOND adhesive applied to both the substrate and the back of the base flashing membrane, or loose laid per the IB specifications manual. Heat weld around the perimeter of the base flashing sheet. Heat weld the appropriate inside or outside corner. Probe and repair all non -welded areas. Terminate the top of the membrane by installing a continuous bead of water stop between the top of the sheet and the top edge of the vertical substrate and nail off using the appropriate fastener at 6" on center. Counter flash as specified. 3.10 ROOF EDGES A. Install the perimeter, and corner membranes as described in sections above. B. Start by laying the IB Clad Metal tightly to the interior edge of the roof edge and secure to the wood nailer/ blocking using approved fasteners that meet the withdrawal requirements for perimeter securement by the local building code. Gap all end joints a minimum of 1/4" and install 2" wide IB foil tape starting at the bottom edge of the crimp and to the interior outer edge of the deck flange. Install an IB cover strip that is a minimum of 5" wide and fully welded to the IB Clad Metal. Thant starts from the underside of the metal, and is terminated a minimum of 2" beyond the deck flange. Install a minimum 6" wide edge metal cover strip by welding the membrane starting at the top edge of the deck flange and welded to the field membrane. Over -lap and heat weld all end laps a minimum of 3". 3.11 ROOF DRAINS A. Install the field, perimeter, and corner membranes as described in sections above. B. Install a membrane plates and fasteners evenly distributed around the base of the roof drain 6" on center. Cut drain flashing target membrane to size and Heat weld around the perimeter. Probe and repair all non -welded areas. Make a small hole to allow water to enter drain. Using a sharp knife, cut small x where the drain bolt can be inserted to the drain bowls threaded hole. Lift target and apply a heavy bead of water stop between the drain and the target sheet. Lay clamping ring and strainer basket over the target sheet, thread in the drain bolts, than tighten to provide compression seal at the drain. 3.12 ROOF SCUPPERS A. Install the perimeter, and corner membranes as described, and the base flashings of the perimeter walls as described in section above. J2 Building Consultants, Inc. 1 3400 188`" St SW, Ste 302 1 Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com SUNWOOD CONDOMINIUMS TUKWILA, WASHINGTON J2 #07582-4 (03/22/13—BID SET) SECTION 07 540 PVC ROOFING PAGE 12 B. Position IB Scupper over the scupper opening. Fasten the scupper at the holes provided on the scupper flange. Heat weld around the perimeter of the target sheet. Probe and repair all non - welded areas. 3.13 WALK TREADS A. Provide approximately 60 lineal feet of walk treads. Areas of walk treads to be determined during construction. B. Probe all field and base flashing laps and seal as described in the membrane application section above. C. Clean the area that is to receive the Walk Tread and position in designated walking and access areas. Trim Walk Tread and gap to reveal all underlying membrane seams a minimum of 6" (3" above and 3" below seam) and Walk Tread end laps. D. Heat weld the side and end laps to the following: Minimum acceptable Automatic welds are 1- 1/2"wide and 2" wide for hand welds. Automatic Welder temperature and speed is to be monitored and adjusted throughout the day to prevent over -heating (creating blisters, burns and/or distortions of the lap area), under -heating (laps are not thermally sealed). Hand Welders are to be monitored and adjusted throughout the day to prevent over -heating (creating blisters, burns and/or distortions of the lap area), under -heating (laps are not thermally sealed). E. Probe all welds at the side and end laps. Repair as noted above. 3.14 FIELD QUALITY CONTROL A. During installation, provide for one on-site inspection by technical representative of roof membrane manufacturer. Site visit an d field notes during inspection shall be forwarded to Owner and Roof Consultant within 48 hours of site visit. B. Upon completion of installation, provide final inspection by technical representative of roof membrane manufacturer to confirm roofing system has been installed in accordance with manufacturer's requirements. A final job walk shall take place wit the Roof Consultant and Owner's Representative prior to issuance of warranty. C. Provide Certificate of Final Completion form, included at end of this specification. 3.15 CLEAN UP A. During installation, keep all work surfaces clean and free of grit, dirt, or debris. Following installation, remove all excess materials and tools from job site. Ensure that any damage that occurs as a result of installation is appropriately and immediately repaired. 3.16 CERTIFICATE OF FINAL COMPLETION A. A sample of the Certificate of Final Completion for roofing installation shall be completed on the form issued in Specification Section 07 590 Roofing Certification END OF SECTION J2 Building Consultants, Inc. 1 3400 188th St SW, Ste 302 'Lynnwood, WA 98037 1 425.774.5600 1 www.J2Consultants.com IIPERN61T COORD COP*, PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-161 DATE: 05/09/13 PROJECT NAME: SUNWOOD CONDOS - BLDG A SITE ADDRESS: 15255-15249 SUNWOOD BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: NIL 5-— BBuilding Divisiion NI Public Works i,44 5.-114-13 re Prevention 1111 Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete la Incomplete ❑ DUE DATE: 05/14/13 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 06/11/13 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople linter Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PACIFIC BUILDING ENVELOPE INC UBI No. 603099127 Phone 4252586251 Status Active Address Po Box 7 License No. PACIFBE890J1 Suite/Apt. License Type Construction Contractor City Mukilteo Effective Date 4/21/2011 State WA Expiration Date 4/21/2015 Zip 98275 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CARSON LAW GROUP PS Agent 04/21/2011 Amount WALKLEY, JONATHON DEVIN President 04/21/2011 SLPGGL007530004/15/2011 WALKLEY, TONI-LENORE Secretary 04/21/2011 WALKLEY, TONI-LENORE Treasurer 04/21/2011 Starr Surplus Lines Insurance 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 1 American Contractors Indem CO 100160469 04/15/2011 Until Cancelled $12,000.00 04/21/2011 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 2 Starr Surplus Lines Insurance SLPGGL007530004/15/2011 04/15/2014 $1,000,000.0003/18/2013 1 Starr Surplus Lines Insurance SLPGGL007320004/15/2011 04/15/2012 $1,000,000.0004/21/2011 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 https://fortress.wa.gov/lni/bbip/Print.aspx 05/16/2013 1) THESE DRAWINGS DESCRIBE GENERAL REQUIREMENTS FOR WEATHERIZATION DETAILS. REFER TO. ARCHITECTURAL DRAWINGS FOR CLADDING TYPES, COLORS, WALL ASSEMBLIES; AND THERMAL RESISTANCE VALUES REQUIRED. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR ANY STRUCTURAL CONCRETE, STEEL OR WOOD FRAMING REQUIREMENTS. 2) ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS, AND MANUFACTURER'S INSTRUCTIONS. REPORT ANY DISCREPANCIES TO ARCHITECT. 3) CONTRACTOR SHALL VERIFY CONDITIONS ON SITE BEFORE BEGINNING WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT. 4) THE CONTRACTOR SHALL BE FAMILIAR w/ THESE DRAWINGS AND DETAILS AND SHALL ENSURE THAT. THEIR WORKERS HAVE THE EXPERIENCE, TRAINING AND SKILLS REQUIRED TO EXECUTE THE WORK. 5) SUBMIT REQUEST FOR INFORMATION ( RFI) TO THE ARCHITECT. SUBMIT ANY CHANGES IN THE CONTRACT VALUE IN THE FORM OF A CHANGE ORDER PROPOSAL TO THE CONSTRUCTION MANAGER.. 6) COORDINATE ALL CONSTRUCTION ACTIVITY WITH THE OWNERS REPRESENTATIVE(S). PROVIDE SPECIAL . CONSIDERATION. FOR NOISY OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. PROTECT LANDSCAPING & FIXTURES. 7) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER IMAGES AND ILLUTRATIONS. 8) ALL LUMBER SIZES INDICATED ARE NOMINAL UNLESS DIMENSIONED OR NOTED OTHERWISE. 9) EXTERIOR SHEATHING & FRAMING REPAIRS SHALL REQUIRE INSPECTIONS. COORDINATE INSPECTIONS WITH BUILDING OFFICIALS PRIOR TO COVERING. 10) DO NOT INSTALL DAMAGED OR DEFECTIVE MATERIAL(S). 11) LAP WEATHER RESISTANT BARRIER OVER VERTICAL FLASHING A MIN OF 4". UNLESS NOTED OTHERWISE. 12) REFER TO MATERIAL DATA SHEETS AND MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLING ANY NEW MATERIALS 13) PROVIDE; a) 2" MIN CLEAR @ ALL CLADDING TO HORIZONTAL HARD SURFACES B) 6" MIN CLEAR @ ALL FRAMING TO FINISH GRADE 14) EXPOSED FASTENERS SHALL BE SEALED OR GASKETED. INSTALL & LOCATE ALL FASTENERS PER SMACNA. 15) HEM METAL FLASHING DRIP EDGES, TYPICAL. PROVIDE FULLY SOLDERED JOINTS IN SECTIONS OF FLASHING JOINED TOGETHER AS INDICATED ON DRAWINGS. 16) PROVIDE GALVANIC SEPARATION MATERIAL BETWEEN DISSIMILAR METALS. 17) NOTIFY THE ARCHITECT AND/OR CONSTRUCTION MANAGER OF ANY PREVIOUSLY UNDISCOVERED DAMAGE, DEFICIENCIES OR THREATS THAT COMPROMISE THE FIRE AND/OR LIFE SAFETY OF THE BUILDING -OCCUPANTS. " 18) CONTRACTOR SHALL PROMPTLY REPAIR ANY ACCIDENTAL DAMAGE AT NO ADDITIONAL COST TO THE OWNER. 19) CONTRACTOR SHALL REMOVE DEBRIS AND TRASH FROM THE SITE IMMEDIATELY. DISPOSE OF LEGALLY. KEEP THE BUILDING AND GROUNDS CLEAN AND FREE OF REFUSE AT ALL TIMES. 20) CONTRACTOR SHALL DOCUMENT PRE-EXISTING CONDITIONS FOR REFERENCING DURING NEW CONSTRUCTION. 21) CONTRACTOR SHALL NOTIFY THE ARCHITECT 'AND/OR CONSTRUCTION MANAGER OF ANY DISCOVERED MOLD DURING THE COURSE OF WORK. ALL DISCOVERED MOLD SHALL BE TREATED VIA THE GENERIC MOLD ABATEMENT PROTOCOL OUTLINED IN SECTION NUMBER 02 050 DEMOLITION AND MOISTURE DAMAGE. 1) ALL FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT IT TO THE EXTERIOR: 2) ALL WALL AND ROOF PENETRATIONS SHALL BE TARGET FLASHED.. OWNER SUNWOOD CONDOMINIUMS HOA 15100 SUNWOOD BLVD. TUKVI/ILA, WA ARCHITECT J2 BUILDING CONSULTANTS, INC CONTRACTOR TBD ENGINEER: J2 BUILDING CONSULTANTS, INC aaoaaao 1111110000 BUILDING CONSULTANTS INC. Copyright © 2013 J2 Building Consultants, Inc.. All rights reserved. PRIOR TO COMMENCING WITH DEMOLITION A "pre -demo inspection" is required. Contractors shall provide documentation that an "asbestos survey" has been completed. If needed, abatement procedures per "Puget Sound Clean Air Agency" shall be completed and documentation of compliance shall be provided at time of final inspection. SCOPE OF WORK: WORK IS LIMITED TO REPLACEMENT OF (2) LOW SLOPE ROOFS: WORK WILL NOT EXCEED 5% OF THE VALUE OF CONSTRUCTION. THEREFORE RCW 64.55 REGULATIONS DO NOT APPLY TO THIS CONDOMINIUM COMPLEX. SPECIFIC WORK INCLUDES IN PART: . REMOVAL AND REPLACEMENT OF EXISTING LOW SLOPE ROOF MEMBRANES WITH NEW RIGID, INSULATION ROOF MEMBRANES AND ACCESSORIES AT BUILDINGS A & B REMOVAL OF STUCCO CLADDING AT SPECIFIC WALLS INDICATED IN PLANS REPLACEMENT OF STUCCO CLADDING THAT IS REMOVED WITH FIBER CEMENT. SIDING 3400 - 188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com RUD TATE A0.0 COVER SHEET / GENERAL NOTES A2.1 ROOF PLAN - PROPOSED W2.1 TYPICAL WALL DETAILS W3.1 DOOR DETAILS W3.2 DOOR/WINDOW INSTALLATION SEQUENCING W3.3 DOOR/WINDOW INSTALLATION SEQUENCING W4.1 ROOF DETAILS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. DOTE: Revisions will require a new pian submittal and may include additional plan review fees. NOTES: 1: CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. ECOPY Peril/It 6O. 0 IS 10 I PIV n r'vew approval is subject to errors and omissions. r,; of construction documents does not authorize of aw adopted ode or ordinance. Receipt ni Lpprov=ed F' -Id illy i ons is acknowledged: By Ati i Date: 5 -MI6 MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION Revisions: 03/22/13 BID SET CONSTRUCTION SET AS BUILT SET 3) ALL WEATHER RESISTIVE BARRIERS SHALL HAVE POSITIVE LAPPING (SHINGLE STYLE) WHEN INSTALLED. LAPPING AND SEALING OF SEAMS AND JOINTS SHALL BE BY MANUFACTURER'S REQUIREMENTS. 4) ALL BUILDING; INTERFACES SHALL BE FLASHED TO PREVENT MOISTURE FROM ENTERING THE WALL. 5) ALL HORIZONTAL HARD SURFACES SHALL HAVE ADEQUATE SLOPING FOR DRAINAGE. 6) AFTER REMOVAL OF DAMAGED MATERIALS, TREAT ADJACENT SURFACES WITH FUNCIDE AND MOLDICIDE (BORA-CARE + MOLD CARE) TYPICAL. SURFACES MUST BE DRY BEFORE COVERING:If 7) IN-PLACE MOCK-UFS,REQUIRE REVIEW BY J2 BUILDING CONSULTANTS PRIOR TO COVER. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING MOCI-UP REVIEWS WITH J2. SCOPE OF WORK „r , PE 1! u u l 1. d RMIT mQ ? ►E D FOR: lechanical last lectrical lumbing as Piping r ` `y of Tukwila _?:` ' "i•S DIVISION Project Title: SUNWOOD Condominiums A & B -ROOF REPAIR REVIEWED FOR CODE COMPUANC APPROVED MAY 15- 2013 City of Tukwila BUILDING DIVISION 15100 Sunwood Blvd. Tukwila, WA BUILDING A BUILDING B Scale: As Noted BID / PERMIT SET PERMIT CENTER Sheet Number: aoaaaoo x1100000 BUILDING CONSULTANTS INC. Copyright © 2013 J2 Building Consultants, Inc. All rights reserved. 3400 -188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425.774.5600 Fax 425.774:5661 www.J2Consultants.com 2� ROOF PHOTO A2.'I SCALE : 1/8 =1'-0" ROOF PHOTO NOTES: 1 CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS:' MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION ROOF PHOTO 03/22/13 BID SET CONSTRUCTION SET STUCCO FINISH THIS SIDE KEY NOTES: 1 CHIP BACK STUCCO AS REQUIRED TO INSTALL PARAPET SADDLE FLASHING. PATCH STUCCO TO MATCH SURROUND AREAS. PAINT STUCCO WITH . , ; _ • • • ' . R. CONTROL JOINT. AS BUILT SET REMOVE AND REINSTALL ROOF TOP DECK AND RAILINGS. PROVIDE PROTECTION PADS OVER NEW ROOFING MATERIAL REMOVE AND REINSTALL EXISTING SKYLIGHTS AS REQUIRED TO INSTALL NEW ROOF SYSTEM AND ASSOCIATED. FLASHING NEW PARAPET COPING PER DETAIL 5/W4.1 (TYP) REMOVE AND REPLACE COLLECTOR BOX AND DOWNSPOUT REMOVE AND REINSTALL CHIMNEY FLUES AND SPARK ARRESTORS AS REQUIRED. INSTALL NEW PVC COATED PIPE PENETRATIONS, INTEGRATED WITH ROOFING MEMBRANE, IN LIEU OF NEW CHIMNEY CAPS (TYP) REMOVE AND REPLACE CHIMNEY CAPS AT THESE LOCATIONS ONLY REMOVE AND REINSTALL SWING DOORS WITH NEW DOOR PAN. PAINT FOLLOWING REPAIRS: REMOVE AND REPLACE SLIDING GLASS DOORS WITH VPI BELLEVUE SERIES DOORS. SEE DETAIL 1, 9, 13/W3.1 PROVIDE PROTECTION PADS UNDER WALK AREAS AND A MINIMUM OF 4'-0" BEYOND EXISTING ROOF TOP DECK GUARD RAILS: REMOVE EXISTING STUCCO AND REPLACE WITH FIBER CEMENT SIDING - 8 INCH EXPOSURE - EXCEPT WHERE NOTED WITH A & B ROOF REPAIR 15100 Sunwood Blvd. Tukwila, WA APPROXIMATE LOCATION OF EXISTING ROOF VENTS TO BE REMOVED AND REUSED OR REPLACED DEPENDING ON COST EFFECTIVENESS. ROOF PLAN PROPOSED APPROXIMATE ROOF DRAIN LOCATION: REPLACE CLAMPING RINGS AND DOME Scale: As Noted REFERENCE PHOTO Issue Date: 03/22/2013 Job #: 07582-4 Sheet Number: EXISTING STUCCO (TO REMAIN) EXISTING WRB - SALVAGE AROUND CORNER 4". SAF (STRAIGHT FLASH) OVER TOP OF METAL, TYP. PROVIDE PRE -FABRICATED CORNER ASSEMBLIES TYP. CONTINUOUS BEAD OF SEALANT (WHERE INDICATED) SLOPE TO DRAIN 3/4"X3.5" PRIMED FIBER CEMENT TRIM FASTEN WITH GALVANIZED FINISH NAILS. (PER MANUFACTURER RECOMMENDATIONS) PROVIDE 22 GA METAL WHERE FIBER CEMENT NAILER DOES NOT EXIST. PER MANUF APPROVAL WRB, WEAVE CORNERS PER MANUFACTURER FILLET SEALANT TYP 3/4"X3.5" PRIMED FIBER CEMENT TRIM FASTEN WITH GALVANIZED FINISH NAILS (PER MANUFACTURER. RECOMMENDATIONS) PROVIDE 22 GA METAL WHERE FIBER CEMENT NAILER DOES NOT EXIST. PER MANUF APPROVAL WRB, WEAVE CORNERS PER MANUFACTURER FILLET SEALANT TYP TAPE/SEAL ALL SEAMS WRB/ AIR BARRIER START w/ 1/2 ROLL TAPE PER MANF. EXISTING STRUCTURE, REPORT ANY DAMAGE EXISTING STRUCTURE, REPORT ANY DAMAGE TYPICAL FLASHING LAP W2.1 SCALE: 3" =1'-0" LAP JOINTS AMINIMUM OF 4 APPLY 2 BEADS OF SEALANT. W1 4"-6" WRB PRESTRIP BEHIND METAL LAP SIDING 12" WITH F.C. CORNER TRIMS, 1/4" FOLDED END DAM (WHERE INDICATED) PROVIDE PRE -FABRICATED CORNER ASSEMBLIES TYP: WALL TYPE PER ELEVATION SCHEDULE. TAPE OR APPROVED SEALANT PER MANF. WEAVE WRB @ CORNERS W/ 12" OVERLAP, TAPE OR SEAL PER MANUF. LAP SIDING 12" WITH F.C. CORNER TRIMS BUILDING CONSULTANTS INC. Copyright © 2013 J2 Building Consultants, Inc. All rights reserved. 0 - St SW Ste 30237 Lyn34nwood, Washington 980 Tel 4250.774188th.5600 Fax 425.774:5661 www:J2Consultants.com PROVIDE 6" OVERLAP �! AT HORIZONTAL SEAMS AND 12" OVERLAP AT VERTICAL SEAMS NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS FOR WRB/ AIR BARRIER INSTALLATION REQUIREMENTS 3 TRIM AT OUTSIDE CORNER - HARDIE TO STUCCO W2.1 SCALE: 3" =1'-0" PER WALL TYPES FIELD LAYER WRB LAPS TARGET WRB & SAF, TAPE OVERLAPS PRE -STRIP WRB (WEATHER RESISTANT BARRIER) ALTERNATE: 2X2 TK CEDAR PRIMED ALL SIDES 1X4.TRIM FLEXIBLE SAF, WRAPAROUND ELEC. BOX SHINGLE STYLE FROM BOTTOM TO TOP PER MOCK UP PROVIDE "MUD RING" WHERE NECESSARY TO INCREASE E SIZE OF J -BOX TO ALLOW FOR INSTALLATION OF FIXTURE INISH FIXTURE CAP si BACKER ROD/SEALANT 1X4 TRIM SEALANT @ PENETRATION, TYP: SAF FLEXIBLE FLASHING TO WRAP AROUND FIXTURE PRE -STRIP WRB, INTEGRATE WITH FIELD WRB. TAPE ALL OVERLAPS WRB, HOLD TIGHT TO CORNER OVERLAP 12" MIN. INSIDE CORNER PRIMED METAL TRIM. (TAMYLN XIC OR EQUAL) FINISH CAULKING SIDING TERMINATIONS, ONS, TYP.' WRB WEAVE CORNER PER MANUFACTURER —:RAINSCREEN DRAIN MAT STRIPS EXISTING WOOD FRAMING EXISTING WALL SHEATHING WRB/ AIR BARRIER VERTICAL DRAINAGE MATT BATTENS 4" WIDE AT FIELD 5" AT WINDOWS AND CORNERS TYP BUTT JOINT FLASHING STRIP INSTALLED PER MANUFACTURERS INSTRUCTIONS CLADDING PER WALL TYPES NOTES: 1.. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND, QUANTITIES OF ALL COMPONENTS. 11.P1.:TL.ff.TP S 4 .�11. 717 '17,1717 .717,77r=_ 2 C „Y : y.''J . 4+re.y"1"` gc / MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION 03/22/13 METAL FLASHING WITH END DAMS kNXXk Xkkk.� '' '=1=f CONSTRUCTION NOTES • EXISTING STRUCTURE • EXISTING GYPSUM SHEATHING • WRB/ AIR BARRIER • VERTICAL DRAINAGE MAT BATTENS • FIBER CEMENT LAP SIDING • TRIM AS NOTED CONSTRUCTION NOTES • EXISTING STRUCTURE • EXISTING GYPSUM SHEATHING • EXISTING WRB • EXISTING STUCCO CLADDING NOTES: 1. RAINSCREEN FURRING SHALL ALIGN OVER STUDS DEMOLITON NOTES • REMOVE ALL EXISTING ROOF PARAPET FLASHING VENTS AND OTHER ROOF ITEMS. NEW CONSTRUCTION NOTES • NEW ROOF MEMBRANE (PVC WITH SLIP SHEET OR 2 PLY SBS PER SPECS) • Y" PROTECTION BOARD • R.20 MIN. RIGID INSULATION. STAGGER JOINTS. SEAL PENETRATION WITH SPRAY FOAM TYP. PROVIDE, TAPERED RIGID AT TOP LAYER WHERE REQUIRED TO ACHIEVE 1/4":12" MIN SLOPE. • SLOPE TO DRAIN (VERIFY IN FIELD) • ELASTOMERIC SELF ADHERED BASE SHEET • EXISTING ROOF SHEATHING, TYPICALLYSLOPED TO DRAIN . . FIELD VERIFICATION OF DRAINAGE SLOPE & CONDITION IS REQUIRED INSTALL PER MANUFACTURER'S SPECIFICATIONS NOTIFY ARCHITECT OF ANY PRE EXISTING MOISTURE OR OTHER DAMAGED MATERIALS. EXTENT AND TYPE OF REPLACEMENT MATERIALS SHALL BE APROVED PRIOR TO INSTALLATION. RECEIVED CITY OF TUKWILA MAY 0 9 2013 PERMIT CENTER Issue Date: 03/22/2013 Job #: .. 075824 FIELD WRB LAPS METAL HEAD FLASHING. SET.WRB IN. CONTINUOUS BEAD OF SEALANT 12" OVERLAP. TYP. FOR PRE-STRIPTO FIELD WRB. WRB WRAPS R.O. AND EXTENDS 8" ABOVE 4" BUTYL SAF OVER HEAD FLASH SEALANT OR TAPE AT WRB TO METAL HEAD FLASHING DRAINAGE MAT BATTENS, TYP. 1/4" GAP, TYP." NEW PRE FINISHED METAL HEAD. FLASHING (HEMMED DRIP EDGE) WITH FOLDED END DAMS AND SLOPING HORIZONTAL LEG OVER WINDOW FRAME , CUT BACK GWB TO // ACCOMODATE NEW WINDOW APPLY FINISH CAULK AFTER SETTING WINDOW SAF SPANS DOOR FRAME 1X4 FIBER CEMENT TRIM METAL Z-FLASH1NG OVER TRIM FIELD WRB LAPS METAL HEAD FLASHING. SET WRB IN CONTINUOUS BEAD OF SE'LANT OR TAPE AS PER MOCK UP 3/4 x 4 FIBER CEMENT TRIM/ ALL SIDES PRIMED, PAINT TO MATCH. FIELD COLOR. SHINFTOP TO ALIGN W/ WALL PLANE DRAINAGE MAT BATTENS,T(P. 4" BUTYL SAF OVER HEAD (FLASH SAF (BUTYL) LAPS OVER NAIL FLANGE CORROSION RESISTANT FASTENERS INSTALLED PER WINDOW MANUFACTURER'S RECOMMENDATIONS. 1/4"-3/8" GAP, TYP. BUILDING CONSULTANTS INC. Copyright ©'2013 J2 Building Consultants, Inc. All rights reserved. NEW PRE FINISHED METAL HEAD FLASHING (HEMMED DRIP EDGE) WITH FOLDED END DAMS AND SLOPING HOR ZONTAL LEG OVER WINDOW FRAME. VERIFY DOWN LEG DOES NOT EXTEND OVER OPERABLE WINDOW PORTIONS. SEALANT BEHIND HEAD FLANGE PER MANUF. REQ. WRB WRAPS R.O. AND EXTENDS 8" ABOVE 3400 - 188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425 774.5600 Fax 425.774.5661 www:J2Consultants:com SEALANT. EXISTING ENTRY DOOR TO REMAIN IN PLACE 5/8" METAL BACK ANGLE (WHITE TO INSIDE) SET WRB PRE STRIP IN SEALANT OVER BACK ANGLE. PROVIDE SEALANT OVER BACK ANGLE PRIOR TO SETTING WINDOW. NEW SLIDING GLASS DOOR UNIT SLIDING GLASS DOOR HEAD, TYP. SCALE : 6" -1=0" PROVIDE MOCK UP. OF INSTALLATION BEFORE FABRICATION/INSTALLATION OF ALL ASSEMBLIES EXISTING ENTRY DOOR TO REMAIN IN PLACE ►®00®®®®®®1`. CUT BACK GWBTO ACCOMODATE NEW WINDOW APPLY FINISH CAULK AFTER SETTING WINDOW 5/8" METAL BACK ANGLE (WHITE TO INSIDE) SET WRB PRE STRIP IN SEALANT OVER BACK ANGLE. PROVIDE SEALANT OVER BACK ANGLE PRIOR TO SETTING WINDOW. NOTES: 1.. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. PRESTRIP WRB WRAPS R.O. INTEGRATE WITH FIELD WRB, TAPE ALL SEAMS PER MANUF. REQ. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION FINISH CAULKING @ SIDING TERMINATIONS, TYP. RAINSCREEN BATTENS PER WALL TYPES TAPE @ SEAMS PER MANUF. REQ. SWING DOOR JAMB, TYP. SCALE : ,.6" =1'-0 SEALANT 1X4 FIBER CEMENT TRIM SAF (BUTYL) SPANS OVER DOOR FRAME RAINSCREENDRAIN MAT' STRIPS \ FINISH CAULKING @ SIDING TERMINATIONS, TYP. PER WALL TYPES TAPE ,@ SEAMS PER MANUF. REQ. FIELD WRB SLIDING GLASS DOOR JAMB, TYP. i3EALANT BEHIND JAMB FLANGE PER MANUF. REQ. CORROSION RESISTANT FASTENERS INSTALLED PER WINDOW MANUFACTURER'S RECOMMENDATIONS. " SAF (BUTYL) LAPS OVER NAIL FLANGE 3/8" BACKER ROD 8t SEALANT 14X4 TK CEDAR TRIM, ALL SIDES PRIMED, PAINT TO MATCH FIELD COLOR. SHIM TO ALIGN W/ WALL PLANE PROVIDE MOCK' UP OF INSTALLATION BEFORE FABRICATION/INSTALLATION OF ALL ASSEMBLIES IA Date Description 03/22/13 EXISTING SWING DOOR REMOVED AND RE -INSTALLED. VERIFY SWING DOOR CONDITION BEFORE RE -INSTALLATION. REPORT ANY DAMAGES TO DESIGN PROFESSIONAL END DAM OF PAN BEYOND. NEW WRB AT JAMB TO EXTEND OVER SILL JAMB PAN INTERMITTANT PVC SHIM EVERY 6-8" FOR DRAINAGE AND DOOR LEVELING AS REQUIRED. . SET THRESHOLD ON 2 THICK BEDS OF SEALANT. INSURE COMPRESSION OF SEALANT WHEN INSTALLING THRESHOLD. NEW VPI BELLEVUE SERIES SLIDING GLASS DOOR UNIT 24 ga. METAL BACK ANGLE 3/4" HEIGHT TYPICAL REVIEWED FOR ,CODE COMPLIANCE APPROVED MAY 15 2013 CONTINUOUS STRUCTURAL SILICONE SEALANT BETWEEN BACK DAM AND SGD FRAME SAF CONTINUES UP JAMB BEYOND, LAPS OVER END DAM OF PAN INTERMITTANT PVC SHIMS EVERY 6-8" FOR DRAINAGE SAF (BUTYL) LAPS UP INTO R.O. AND UP BACK ANGLE (UNDER METAL PAN AND UNDER KERF METAL TYP.) - NEW SLIDING GLASS DOOR REMOVE SILL FLANGE. PROVIDE NEW BACKER ROD AND SEALANT WITH INTERMITTANT WEEPS EVERY 24" +/-. 24 GA, GALVANIZED METAL PAN W/ END DAMS AND BACK DAM. OVER. SAF. PROVIDE A CONTINUED HORIZONTAL_ LEG W/ HEMMED EDGE. EMBED PAN, IN SEALANT. NEW 80 MIL. PVC ROOF MEMBRANE 24 GA GALVANIZED METAL PAN W/.END DAMS AND BACK DAM. VERIFY SIZE IN FIELD SET PAN IN CONTINOUS BEADS OF SEALANT (3/8" WIDE TYP) EXISTING STRUCTURE OVER BUTYL HIGH TEMP SAF WRAP ROOF MEMBRANE. UP VERTICAL SURFACE PVC ROOF MEMBRANE OVER METAL PAN AND FLASHING SLOPE TO DRAIN. PROVIDE PROTECTION MIN 24 GA. GALV. METAL PAN. FULLY SOLDERED CONSTRUCTION. TIGHT FIT TO ROUGH OPENING 8 SLIDING GLASS DOOR SILL @ ROOF DECK W3.1 SCALE : 6" = 1'-0" EXISTING COMPOSITE DECKING (REINSTALL) GASKET FASTENED AS REQUIRED EXISTING ROOF DECK FRAMING PROVIDE INTERMITTANT PADS BELOW EXISTING DEC11 FRAMING TO ALLOW FOR CROSS DRAINAGE PROTECTION PADS AS RECOMMENDED BY ROOFING MANUFACTURER EXTEND BEYOND DECKING 4' MINIMUM RECEIVED CITY OF TUKWILA` MAY 0 9 2013 GENERAL. NOTES (WINDOW REMOVED/RESET) 1. KEEP EXISTING SHEATHING AND MATERIALS DRY BEFORE INSTALLING NEW MATERIALS 2. EXAMINE EXISTING. WINDOW, SHEATHING AND FRAMING FOR DAMAGE BEFORE IMPLEMENTING RESETTING WINDOW. DAMAGED WINDOWS : WITH HEAVILY DAMAGED FLANGES, ;:BROKEN GLASS, OR OTHER SERIOUS DEFECTS REQUIRE REPLACEMENT. 3. REVIEW REPAIR STRATEGY FOR EACH WINDOW WITH DESIGN PROFESSIONAL BEFORE PROCEEDING. 4. ALL INSTALLATIONS. REQUIRE MOCK UP REVIEWS PRIOR : TO INSTALLATION: 5: ALTERNATE INSTALLATION METHODS REQUIRE MOCK-UP REVIEW AND WRITTEN APPROVALS PRIOR TO INSTALLATION. 6. ALL MATERIALS AND FASTENERS USED FOR REPAIR MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH REPAIR: 7. NEW SELF ADHERED. FLASHING (SAF) SHALL BE 30 MIL MIN BUTYL BASED MATERIAL. RUBBERIZED ASPHALT TYPE IS NOT ACCEPTABLE. 8: SAM SHALL BE ADHERED OVER PRIMER AND PRESSED TIGHT WITH J -ROLLER: 9. WRB SHALL BE TYVEK COMMERCIAL WRAP' OR VAPROSHIELD WALLSHIELD (TYP) 10 SEALANTS SHALL BE TYVEK OR VAPROSHIELD APPROVED SEALANTS. 11. CAULKING AT SIDING SHALL BE ONE PART POLYURETHANES (OR APPROVED). TYPICAL. EXTERIOR WALL ASSEMBLY ATTACH W/ STAPLES OR AS REQUIRED BY VARIOUS BUILDING TYPES / 1• \. • 5/8" 24 GA. BACK ANGLES AT JAMBS AND HEAD PROVIDE 3/4" 24 GAUGE .,SILL BACK ANGLE (L FACING. OUT) EXISTING SILL. INSTALL WRB PRE FLASH @ SILL DO NOT ATTACH LOWER 6" EDGE © THIS STEP FLANGED WINDOWINSThLLATIONSTEP \� ***'•••,.# INSTALL BED OF SEALANT CONTINUOUS AROUND ENTIRE BACK ANGLE TERMINATIONS FOR AIR - and WATER BARRIER SEAL.. PROVIDE EXTRA AT SILL TO JAMB INTERSECTION. (AFTER SETTING WINDOW . CLEANLY REMOVE SEALANT FROM WINDOW TO BACK ANGLE INTERFACES INSTALL CONTINUOUS BEAD OF SEALANT OVER BACK ANGLE STOP -BEFORE INSTALLING. WINDOW (THICK COATING) INSTALL PVC SHIMS AT SILL TO ALLOW DRAINAGE PATH UNDER WINDOW SILL AND LEVEL WINDOW. CONFIRM WITH WINDOW. MANUFACTURER FOR SUPPORT REQUIREMENTS INSERT 1/16" PVC HORSHOE SHIMS BEHIND SILL FLANGE TO . ALLOW FOR DRAINAGE:. READY FOR WINDOW INSTALL ENLARGED WINDOW : SILL FLANGED WINDOW INSTALLATION ST' • • ALTERNATE: PROVIDE BUTTERFLY STRIP AT INSIDE CORNERS BUTTERFLY STRIP (alternate) APPLY BEAD OF SEALANT PRIOR TO SETTING JAMB AND HEAD PRE—STRIPS INSTALL FLEXIBLE 90 MIL SAF (TYVEK: FLEX WRAP) PER MANUFACTURER INSTRUCTION. FLANGED WINDOW INSTALLATIQN STEP WINDOW INSTALL FOR FLANGED WINDOW ONLY APPLY SEALANT TO HEAD AND JAMB FLANGES PRIOR TO INSTALLATION 4-1.:14t SECURE WINDOW AS PER WINDOW MANUFACTURER'S RECOMMENDATIONS. TYPICALLY EVERY OTHER NAIL FLANGE HOLE AROUND ALL SIDES OF WINDOWS. INSTALL FASTENERS NO CLOSER. THAN 3" TO NOR MORE THAN 10" TO CORNERS INSERT 1/16" PVC HORSHOE SHIMS BEHIND SILL FLANGE TO .ALLOW FOR DRAINAGE. FLANGEEWINDOWINSTALLATIQN STEP TAPE INSIDE CORNER OF WRB WRAP AS PER APPROVED MOCK UP INSTALLATION INSTALL JAMB HEAD PRE -STRIPS OVER. SEALANT EMBEDMENT. TAPE ALL :OVERLAPS FOR AIR -BARRIER DESIGN JAMB PRE—STRIPS TO WRAP OVER CORNER SILL FLASHING 6" MIN. FLANGED WINDOW INSTALLATION STEP WINDOW INSTALL FOR FLANGED WINDOW ONLY 4,0.0* 411, 411%4 iliNISL PROVIDE TAPE OVER TOP OF HEAD PRE -STRIP TO PREVENT RAIN FROM ENTERING HEAD DURING INSTALLATION PROCESS. APPLY BUTYL SAF OVER FLANGES: FIRST TO JAMB FLANGES THEN SECOND APPLY BUTYL SAF AT HEAD FLANGES (OVER JAMB SAM). DO NOT APPLY SAF OVER SILL FLANGE ROLL TO ACTIVATE ADHESIVE 0000000. oUoafao BUILDING CONSULTANTS INC. Copyright © 2013 J2 Building Consultants, Inc. All rights reserved. 3400 =188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425.774.5600 Fax 425:774.5661 www.J2Consultants.com 6401 REGISTERED RCHITECT RUDY" TATE OF UN 5HINGTON NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION Revisions: A\ Date Description 03/22/13 BID SET CONSTRUCTION SET AS BUILT SET REVIEWED FOR 'CODE COMPLIANCE } APPROVED MAY 15 2013 City of Tukwila UILDING DIVISION AT INTERIOR: TOOL SEALANT BEAD © BACK ANGLE INTERIOR ALTERNATES: IF NO BACK ANGLES, INSTALL CONTINUOUS BACKER ROD & SEALANT @ JAMBS AND HEAD) IF NO WRAPS, INSTALL NEW GYP AND/OR WOOD WINDOW WRAPS TO MATCH EXISTING FLANGED WINDQWINSTALLATION STEP RECEIVED CITY OF TUKWILA MAY 092013 .` ti Project Title: SUNWOOD Condominiums A & B ROOF REPAIR 15100 Sunwood Blvd. Tukwila, WA Sheet Title: WINDOW OR SLIDING. GLASS DOC INSTALLATION SEQUENCING Scale: As Noted BID / PERMIT SET IT CENTER Issue Date: b(3 Ob( 03/22/2013 Job #:: 07582-4 Sheet Number: W3.2 INSTALLATION OF FIELD WRB MEMBRANES SHALL LAP 6" AT HORIZONTAL AND 12" AT VERTICAL INSTALL 4" SAF OVER, LEG OF° METAL HEAD FLASHING (OR PROVIDE SEALANT AT WRB OVERLAP PER MOCK UP APPROVAL) 0000000 0000000 BUILDING CONSULTANTS INC. Copyright © 2013 J2 Building Consultants, Inc. All rights reserved. TAPE OR CAULK FIELD MEMBRANE OVERLAP TO METAL HEAD FLASHING AND JAMB FLASHING OVERLAP 3400 -188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com INSTALL METAL HEAD FLASHING WITH FOLDED END DAMS TAPE FIELD MEMBRANE OVERLAP TO JAMB WRAP FLASHING INSTALL FIELD MEMBRANES, FROM BOTTOM TO TOP.. "SHINGLE STYLE TYPICALLY. FOR AIR BARRIER TAPE ALL HORIZONTAL OVER -LAPS FOLDED UNBROKEN END. DAM INSTALL WRB UNDER SILL FLASHING. TAPE HORIZONTAL JUNCTIONS FOR AIR -BARRIER CONTINUITY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION Revisions: / A Date Description 03/22/13 BID SET CONSTRUCTION SET Project Title: SUNWOOD Condominiums A & B ROOF REPAIR 15100 Sunwood Blvd. Tukwila, WA Sheet Title: WINDOW OR SLIDING GLASS DOC INSTALLATION SEQUENCING Scale: As. Noted RECEIVED CITY OF TUKWILA MAY 092013 PERMIT CENTER Issue Date: 03/22/2013 Job #: 07582-4 Sheet Number: VAPOR BARRIER INSTALLED BENEATH RIGID INSULATION - MEETS EXISTING WRB • PVC MEMBRANE HEAT WELDED TO METAL FLASHING (FOR ALTERNATIVE 3" MIN SBS TORCH DOWN UTILIZE LIQUID APPLIED"ALSAN" FLASHING DETAIL PER APPROVED MANUFACTURER ) FOAM CANT STRIP TYP. NEW ROOF MEMBRANE 1/4" COVERBOARD SLOPED CEDAR SHIM METAL CAP FLASHING AS NOTED ELSEWHERE TO DRAIN TYPICALLY NEW 2" X 6" PRESSURE TREATED PARAPET CAP FASTENED TO EXISTING CURB aa00000 daodoao BUILDING CONSULTANTS INC, Copyright © 2013 J2 Building Consultants, Inc. All rights reserved. 24 GA. GALV SADDLE, FULLY SOLDER ALL JOINTS 24 GAUGE EDGE METAL WITH ly-ice HEMMED DRIP EDGE GASKETED FASTENER CONTINUOUS SEALANT 3400 - 188th St SW Ste 302 Lynnwood, Washington 98037 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com REMOVABLE FLASHING TO ALLOW FOR CLADDING. REPLACEMENT AT A FUTURE DATE SELF ADHERED ELASTOMERIC BASE PLY TO WRAP EXISTING PARAPET AND SEAL TO OUTSIDE OF EXISTING STUCCO (EXISTING STUCCO TO BE REMOVED AT A FUTURE DATE REMOVE AND DISPOSE OF EXISTING PARAPET FLASHING EXISTING WALL FRAMING EXISTING SLOPED ROOF SHEATHING EXISTING ROOF SHEATHING SEALANT BEADS OVER AND UNDER METAL SADDLE FLASHING EXISTING FRAMING I, I1i. I I ,• 1 ;II i II is ,i. :I 1'1 • 1.:I jI 1 ,I:. :ls II II;! ..111:1:11 ' II :c,.:.r ,:1 ,I'Irl, ±:I t:II:j 'II :`II :1%, .Ilii '1I 1tll:1 I i11 All's I 'I :I j III: :I 'I•I it , ,E 1'I:• ;Li'l 1 '11I '11i-1:1' itl Ii i. !: .. .'' 1 :1'.1:':11,1 'rli �' Iir 'I !I5 t .....Iit II I Ilii I •I I' '!111 .1 ;IIHI: I,I: .' ,►s:II �,1:,;:I :r=i i 'I'I SII I',. i::I' •.:f1ail. : 1,II1,1:1 , :III :,; .II;' II •. 'III :''I. Il I fall) :,;':II:) WRB LAPPED OVER VERTICAL LEG OF SADDLE PRE FININSHED METAL COPING TO COVER FINISH STUCCO WALL ASSEMBLIES. PROVIDE BACKER ROD AND SEALANT AT VERTICALS WITH DRAINAGE AT STUCCO TO COPING TOP SET COPING IN 2 BEADS OF SEALANT SET SADDLE OVER SAF SADDLE FLASHING (UNDER COPING) SAF SADDLE FLASHING TO BE CONTIGUOUS CONTINUOUS SAF DRAPING TOP OF WALL AND EXTENDING UP. WALL INTERFACE SADDLE. PROVIDE BUTTERFLY PATCHES AT CORNER OF SAF TYP. WRB PER DETAILS STUCCO CLADDING OVER WRB NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES IS REQUIRED BEFORE INSTALLATION SBS- ALTERNATE DETAIL AT PARAPET EDGE W4.1 J SCALE: 6"=1'-0" 12 PARAPET PARTITION TO WALL SADDLE W2.2 SCALE: 1-1/2" =1'-0" PROVIDE MOCK UP OF INSTALLATION BEFORE FABRICATION/INSTALLATION OF ALL ASSEMBLIES 03/22/13 EXISITING VENT STRIP BID SET CONSTRUCTION SET EXISITING STUCCO SOFFIT AS BUILT SET WRB OVER SAF FLASHING OVER FRY REGLET NEW CLADDING/RAIN AND BUG SCREEN WEEP SPACE,TYP. GASKETED SCREW REMOVABLE BASE FLASHING TO ALLOW FOR FUTURE ROOFING PROVIDE SAF. "PRE -STRIP" BEFORE SETTING METAL BASE FLASHING TYP. SEAL WITH NEW SAF COVER WITH FIBER CEMENT PRIMED AND PAINTED SEALANT GC. RESPONSIBLE FOR SEALING ALL EXISTING ROOF SOFFITS SEE PHOTOI I/W4.1 REVIEWED FOR :ODE COMPLIANCE APPROVED MAY 1 5 2013 12'' CJ` -DMME VENIVAR THE ROOF TERMINATION BAR AND SEALANT PER SINGLE PLY MANUF... !! !! 71 !1 !! !! !! 11111111111111111111111 ROOFING MEMBRANE BASE FLASHING AS PER MANUFACTURER NEW ROOFING SYSTEM PIPE PENETRATION PROVIDES NEW RAIN COLLAR AT FIREPLACE CHIMMNEYS ROOF MANUFACTURER SEALANT STAINLESS STEEL CLAMP ROOF MANUF. PREFORMED CONE FLASHING ROOF MANUF. FASTENER AND PLATE SINGLE- PLY MEMBRANE HOT AIR WELD INSTALL A 1" WIDE CONT. BEAD OF WATER CUT-OFF SEALANT BETWEEN THE BOTTOM OF THE DRAIN TARGET SHEET AND THE DRAIN FLANGE OF THE METAL BOWL A & B ROOF REPAIR Sheet Title: NEW POLYISO TAPERED INSULATION SLOPING TO DRAINS VAPOR BARRIER (2) LAYERS 2" EPS FOAM INSULATION 1/4" PROTECTION BOARD SUBSTRATE SLOPED TO DRAIN VAPOR BARRIER EXISITING ROOF SHEATHING ROOF DRAIN SECURED AS REQ.: BY MANUFACTURER //.Vii._%////// PVC MEMBRANE TO EXTEND MIN. 2" BEYOND INNER FLANGE OF CLAMPING RING Scale: As Noted N SLOPE ROOF 14 PRE -FORMED PIPE FLASHING @ SINGLE PLY ROOF W4.1 SCALE : 6"=1'-0" DRAIN LINE 15 TAPERED SUMP CLAMPING RING DRAIN W4.1 / SCALE 3" =1'-0" DRAIN -OVERFLOW SUMP LAYOUT SCALE: nts Issue Date: 03/22/2013 Sheet Number: