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HomeMy WebLinkAboutPermit D08-416 - BOEING EMPLOYEES CREDIT UNION (BECU) - FINANCIAL CENTERBECU FINANCIAL CENTER 12770 GATEWAY DR D08-416 Parcel No.: 2716000075 Address: 12770 GATEWAY DR TUKW Suite No: CitAbf Tukwila Tenant: Name: BECU FINANCIAL CENTER Address: 12770 GATEWAY DR , TUKWILA WA Owner: Name: BOEING EMPLOYEES CREDIT UNI Address: PO BOX 97050 , SEATTLE WA 98124 Phone: Contact Person: Name: MONTY MOORE Address: 10735 STONE AV N , SEATTLE WA 98133 Phone: 206 367 -2525 Contractor: Name: PACIFIC RAINIER ROOFING INC Address: 10735 STONE AV N , SEATTLE WA 98133 Phone: 206 367 -2525 Contractor License No: PACIFRR248LC Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 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 1,464, 511.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -416 Issue Date: 09/10/2008 Permit Expires On: 03/09/2009 Expiration Date: 05/01/2009 DESCRIPTION OF WORK: REMOVE AND DISPOSE OF EXISTING ROOF SYSTEMS, INCLUDING ASSOCIATED FLASHINGS AND COPINGS. REPLACE WITH SIPLAST ROOF SYSTEMS AND ASSOCIATED FLASHINGS AND COPINGS ON (3) ROOFS, (1) CANOPY, AND (4) DECKS. REMOVE OLD AND REPLACE CLADDING ON PENTHOUSE AND SCREEN WALLS Fees Collected: $14,871.00 International Building Code Edition: 2006 Occupancy per IBC: 0008 D08 -416 Printed: 09 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 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 Permit Number: D08 - 416 Issue Date: 09/10/2008 Permit Expires On: 03/09/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature Signature: /ie�2,/ Print Name: (1 i �c� �Z� Ni�LS 0 n ) doc: IBC -10/06 Date: U_biltg I hereby certify that I have read an ex• ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli- • wi , 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. Date: ref) ,zoo This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -416 Printed: 09 -10 -2008 Parcel No.: 2716000075 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** i 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.ci.tukwila.wa.us 12770 GATEWAY DR TUKW BECU FINANCIAL CENTER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -416 ISSUED 08/27/2008 09/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 6: 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 15: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire doc: Cond -10/06 D08 -416 Printed: 09 -10 -2008 • 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.ci.tukwila.wa.us Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -416 Printed: 09 -10 -2008 I 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: G• doc: Cond -10/06 Al Ez-So 70 Date: /0 — ;? 7 2o6 8 D08 -416 Printed: 09 -10 -2008 SITE LOCATION Site Address: 12770 Gateway Drive Tenant Name: BECU Financial Center Tukwila Off ice Facility New Tenant: .... Yes Eg..No Property Owners Name: Boeing Employees Credit Union Mailing Address: PO Box 97 050 CONTACT PERSON — who do we contact When yo ! ready to be issued Name: Monty Moore Mailing Address: 10735 Stone Ave N. E -Mail Address: pacranroof @aol .com Company Name: Pacific Rainier Roofing, Inc. Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL; Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.Tulcwila.wa.us 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 ** 10735 Stone Ave. N. Monty Moore pacranroof @aol.com Contractor Registration Number: PACIFRR248LC 1201 4 11140' Building Permit No. Mechanical Permit No. Plumbing /Gas Pert it No Public Works Permit No.' Project No. King Co Assessor's Tax No.: 2716000020 Seattle Suite Number: City Seattle Day Telephone: 206-367-2525 Cit State Fax Number: 206-363-4811 Seattle City Day Telephone: Fax Number: Expiration Date: (For office use only) WA State 05/01/09 Floor: WA 98124 206- 363 -4811 Zip 98133 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) WA 98133 State Zip 206 - 367 -2525 u must be ARCHITECT OF RECORD' 'Ali pi et stamped by Are Company Name: Building Envelope Technology & Research — Consultant Mailing Address: 4000 Delridge Way SW, 1st Floor Contact Person: Mark Guy E -Mail Address: info @bet —r . com ENGINEER OF RECORD -- All plans must be vaet stamped b Engineer o Re Company Name: Mailing Address: city Day Telephone: Fax Number: Contact Person: E -Mail Address: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Seattle WA Cit State Day Telephone: 206- 405 -3455 Fax Number: 206-405-3458 State 98106 Zip Zip Page 1 of 6 BUILDING PERMIT INFORIVTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1,464,511.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove & dispose of existing roof systems, including associated fleshings & copings; replace with Siplast roof systems & associated fleshings & copings on 3 roofs, 1 canopy, & 4 decks. Remove old & replace cladding on penthouse & screen walls. Will there be new rack storage? ❑.... Yes a.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below l' Floor root 001 T 0 Floor Basemen! .. ............................... Accessory Struei ure Attache Garage Dr Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 11,800 n/a 450 23,450 5,000 nterior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 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: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 1 BUILDING OWNER OR AUTHORIZE I AGENT: Signature: Print Name: Monty D. Moore, Mailing Address: 10735 Stone Ave N. Seattle Date Application Accepted: Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City PERMIT APPLICATION N0 $ Applicable to all permits h this Capon 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extg(sion shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). r r ` I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: August 26, 2008 Pacific Rainier Roofing, Inc . Day Telephone: 206- 367 -2525 WA 98133 State Zip Date Application Expires: 61212A-h Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or 'ater cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grin r, commercial eceptor, indirect w to Clothes washer, domestic Floor drain Sin Dental unit, cuspidor Shower, ' gle head trap Urina Dishwasher, domestic, with independent drain Lavato ' ' Water set Building sewer or trailer park sewer Ra' water system — per • t in (inside building) Water heate d /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ' epair or alteration of water piping and /or water treating equipment Repair or altera n of drainage or ve piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN, .'ERMIT INFORMATION -- 206-43.. PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing wor ontractor's bid price): $ Valuation of Gas Piping work ( tractor's bid price): $ Scope of Work (please provide det ed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Expiration Date: Indicate type of plumbing fixtures and/or gas piping outle ng installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Parcel No.: 2716000075 Address: 12770 GATEWAY DR TUKW Suite No: Applicant: BECU FINANCIAL CENTER Receipt No.: R08 -03215 Initials: JEM Payment Date: 09/10/2008 12:27 PM User ID: 1165 Balance: $0.00 Payee: PACIFIC RAINIER ROOFING, INC. TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description doc: Receipt -06 Payment Check 26923 9,183.50 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D08 -416 Status: APPROVED Applied Date: 08/27/2008 Issue Date: Total: $9,183.50 Payment Amount: $9,183.50 9,010.00 169.00 4.50 7175 19 /10 '1707 TOTAL 92,3,50 Printed: 09 -10 -2008 Parcel No.: 2716000075 Address: 12770 GATEWAY DR TUKW Suite No: Applicant: BECU FINANCIAL CENTER Receipt No.: Initials: User ID: Payee: R08 -03075 JEM 1165 TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description doc: Receiot -06 PACIFIC RAINIER ROOFING, INC. PLAN CHECK - NONRES 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.ci.tukwila.wa.us Descriptio 26827 Amount 5,687.50 Account Code 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Current Pmts 5,687.50 Total: $5,687.50 $5,687.50 D08 -416 PENDING 08/27/2008 08/27/2008 01:23 PM $9,183.50 6655 08/27 0710 TOTAL 5637.50 Printed: 08 -27 -2008 Project: (3F C.)-( Type of Inspection: 'F" Address: 1 7-7 Co A r GLAc O,? Date Called: Special Instructions: K e_ _P� , 3 , J � ./// Date Wanted: a.m. Requester: Phone No: (_ev - 3( - 7 - ?5Z-5 ---- INSPECTION RECORD Retain a copy with permit Dog -<<t Co PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pP f AA 6 t ) � 1 Inspect Date: „J .,.. 7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project /3 '17/ J /A /yr'/ A L Type of Inpection: ,`-, Ai 4 / Address: /z 770 64{e'w4y .vi Date Called: Special Instructions: Date Wanted: !,/ - /2 4 4 a.m p.m. Requester: Phone No: ao6 3 6 `7 - z. zs A /i( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. 14Corrections required prior to approval. COMMENTS: EINSPECTION FEE REQUI' D. Pr or to inspection, fee must be at 6300 Southcenter Blvd., Suite 10 ' Call to schedule reinspection. Receipt No.: Date: Proje t: Type f spection: Address: /277(Gi()�cv4� Date Called: . Special Instructions: Date me i fre,_, c.rr. m. Request Phone No r— 2 — 3 7 --252 S COMMENTS: LK keg/ Je3weci.._7 A ,s flied , , i. pei rr. [ 7 al Pi avid . infivoi IAfl -l11/fs AA) es tivvri � 4-/ )I Ai 7 I Inspecto Date2 1 0 b LOO -1 // b INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ❑ $60. REINSPECTION FEE f'tEOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 . Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type o ns fectio : n / -e K reed, t ,6 ,moo J n j r/l h r , k71/4-44-- 7 1 — [7 4.k A-*LP J,L4 ��r W Ali`e , O e iLti`f aC i Z,( ,O p ef B 7 , YF (I F a .'(, re�1)crti4 T I) A_ : rs ►),v ro o F p . Projec ^�77 6 "�1/ i ;v' em "lz� / Type o ns fectio : n / -e K reed, Address: D � At, 4ijie Called: Special Instructions: Date W nted: alp% /J AJ_ P.m. Requester: Phon No: 1 "e7.0 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. f pproved per applicable codes. Corrections required prior to approval. t Inspector: C aki . rater? -44- El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ! /. Pro'ect: �_ lJ r n e A :. `. '` P a C enF'i Type of Inspectio Q! C -- ni L' 2 .0 ti }_ ress: (7_7 6-h —l. b e... Date Called: 7"`\ Special Instructions: ( Date Wanted: ` 1 Z _t t ' ((a.m. p.m. Requester: Phone No: 'efl? - SI ° 2 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '< (206)431 -3670 EI Approved per applicable codes. 066 Ice PERMIT NO. Corrections required prior to approval. COMMENTS: L _s e - Do AJ4,Fr h v t ° 6.-6".2:16k � b' 3 r } Ara,./41 Sc � Ol .0( I,- .` 's Inspector: Date: C _ f 2 � o re- $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 02 -02 -2009 MONTY MOORE 10735 STONE AV N SEATTLE WA 98133 RE: Permit No. D08 -416 12770 GATEWAY DR TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Qctla J� Bill Rambo Permit Technician xc: Permit File No. D08 -416 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in wrttin2 and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/11/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -416 DATE: 08 -27 -08 PROJECT NAME: BECU FINANCIAL CENTER SITE ADDRESS: 12770 GATEWAY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Buil ivision Public Works Aug- Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 .: ❑ Permit Coordinator ❑ DUE DATE: 08-28-08 DATE: DATE: Planning Division Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required n DUE DATE: 09-5 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 ST PAUL FIRE Et MARINE INS CO 400JU1917 05/01/2002 Until Cancelled $12,000.00 04/24/2002 2 AMERICAN INS CO 6 331020 11/01/1997 Until Cancelled 06/02/2002 $6,000.00 04/06/2001 1 AMERICAN INS CO 6331020 06/03/197811/01 /1997 $6,000.00 12/12/2005 Name Role Effective Date Expiration Date MOORE, MONTY D Cancel Date 01/01/1980 Amount MOLAND, VERYL 19 01/01/1980 FMFL003355 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 19 FIRST MERCURY INS FMFL003355 12/01/2007 12/01 /2008 $1,000,000.00 11 /30/2007 18 FIRST MERCURY INS FMFL002264 12/01/200612/01 /2007 $1,000,000.00 11/29/2006 17 FIRST MERCURY INS FMFL001363 12/01/200512/01 /2006 $1,000,000.00 12/12/2005 16 ZURICH AMERICAN INS CO CPO4277160 08/01/200508/01 /2006 $1,000,000.00 08/05/2005 ZURICH AMERICAN Untitled Page Business Owner Information Bond Information Insurance Information • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company PACIFIC RAINIER ROOFING INC 2063672525 10735 STONE AVE N SEATTLE WA 98133 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 328052804 ACTIVE PACIFRR248LC CONSTRUCTION CONTRACTOR 6/3/1976 5/1/2009 GENERAL UNUSED https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= PACIFRR248LC Page 1 of 2 09/10/2008 PARCEL MAP & DATA GENERAL' NOTES CONTINUED • - �- - 'AY BUILDING NW' s 0 /./""' • • .r�- MAIN & P E NTHOUSE ROOF Repetitive Items: EXISTING ASPHALT PAVED PARKING AREA 404 CmpDS4' REPLACEMENT e M 5 �' Typical detail, drawings may not be indicative of conditions everywhere on site. The Contractor is to refer to specific detail drawings and technical specifications for specifics, and submit Request For Information (RFI) where additional information or clarification is needed prior to proceeding with Work. Shop Drawings: REFERENCE SPECIFICATION 01500 - SEE SHEETS 4.1, 4.2, & 4.3 • . . 0. TEMPORARY FACILITIES & CONTROLS .. * �a tr.,u� - ' .. ' • "" -e. -1 i "" M '` ♦ w • • ' ,, ; .:. ^ .-' �• ; / . ■ - 8 , • J�5 „ �k` L, ' 1 0 �•. IN , ,,,.... 4‘4, , ..,•r". , ..,•r". �; r / ,��� // STA GING o 4 • /� • . : , • , i' _ � �� ��� f" _ .-. 1 4 g q o - '�. "" • • �°, � -. `,. � % / f 91 SECOND FLOOR ROOF REPLACEMENT SE SHEETS 2.1 2.4 & 2.5 r ' 2.4, PLAZA DECK Where the Contractor desires to deviate slightly from details provided or for conditions not depicted in the Project Drawings, P i s g v P , Representative's review and Contractor a provide shop drawings for the Building Envelope Consultant and Owner's Re the Contto shall P P g 9 P p potential approval, and as required for review by applicable governing agencies, prior to commencement of said Work. submittals: ENVELOPE WATERPROOFING SEE /�� ` �� �� .; • .. , , r '' 9a SHEETS 2.1, 2.2, &'2.3 •. .� „�� ...,. P : �� ;; >. a , .� �. >� ,; . > ? , �. .: z ,. ,, � , ` ., " ".. ° . a �. z '; ; •: ', t . �,, �� <. r � x, w ' �' r ' ' •. � . . �V y _ t . TUKWIL .�,4 .� ���. � ` ���� ' ` < �. ,. ..s . , . 3 .. �f • ah <� , � ' �` � c . ? , J „ 9. $.. � � F z, ` ,r� �:. ; ,te �.. . -('E ,. GA yy , 'a►rl s �' PENTHOUSE & M /' ' �' r� - , • F O 94 � . " - STAGING �/ 3 -' '• ► � SCREEN WALLS SEE i M 1 a / . % % '' ►`"' 4. '%' g rr � > ' ", -- � - , '• _ . ; : • a ,� , • SHEETS 5 5 & 5.3 MQ NJ ' ' o °,,, ; +w • � , � tilt" . . , y : Ci® al ow .: ` .. +�,J • Q , o� > ,..7.41,-..... • : >C;' :� ; • -.- �' �' 'e+ • e 1x . I,� •. J, ti G ` � es The Contractor and respective building envelope subcontractor shall provide complete submittal packages, including product data, physical samples, and signed drawings or shop drawings for all building envelope components, nor to P P 9 g P 9 g P P p commencing of the Work. Project submittals must be reviewed b the Building Envelope Consultant prior to the 9 j Y 9 p P Pre- Construction meeting of each building envelope system. No work will be allowed to commence without an approved PP submittal package forthework. TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS it o Seattle, First Floor, Seattle WA 98106 WA , Contact. Mark GU • Phon 206 - 405 -3455 Fax: 206- 405 -3458 Web Site: wWW.bet -r.COm Email: info @bet -r.com , 1 ♦ � �►.?�. VP .r . .r. -. • 1 •. . SECOND FLO OR WINDOW WA s ' * t ' 4 - . - .... r ', • .,I + 17 s '' �• , . 1.,.•.• - • , t/ 3 ia* ., ,) ,; v 1 * • -* SILL FLASHING RETROFIT AT - 5 P . t f ♦11� r„•+1 - • •. 1♦.cp , •` Cg• 1 11 ♦ *.. � � • 1 ♦ ♦ ♦, •• • ♦• • 1 �� It /f � . 4 r . .♦ .. ... ♦. ♦ -it ♦ !" . 404, 4;, ♦ . „ ; ! �' � -., - e♦ • ♦ .. c' PLAZA SEE SHEET 2 & 2.3 ; % - ye,• � 5'1' 7. _ 1 11 o �' �,� 1 ♦ ♦ • ♦ ♦ :A..., • ♦ ♦ 4,--, ,, L • . � ^ , • /�. , ♦ 111, . . • t , . ' ; 1111 ♦ •� ♦ ! ! ♦ , ♦ % • i, ♦ �> \ 4 � �` S ►� , The Contractor shall be responsible for all quality control on the project, during tear -off and all stages of the work. The building; occupants and contents are to be protected, and there shall be no water entry. New roofs stems and p P ry Y waterproofing systems are to be installed 100% watertigh Any on -site monitoring b the Roofing and Waterproofing - :::::::::::e Owner s Representative shall not relieve the Contractor of full, watertight execution of the Work. _ . �� . ... ►., . , - , 3 ♦ ,, . ,, • .• • •.•, •, ••l I �' . R.(n , r ►r ,, j'� -'44/ ,, . , . ,, .., .,,,,.,., _ ,� DRIVE UP TELLER CANOP G / �• `, RP ‘,k` . 4.• •., •..•. ♦•..•,.;+ • �4� 9ZN z • • • li r r " • . ♦ , .... s :;"' ROOF REPLAC SEE VZI... to '1/, , � yi i ! ♦•••:; ♦ :;' f :. f zz ;�� 5; ••,�••••••,• a �►, SHEETS 1 1 & 1 2 t . j I r o ' ` �•.,p•.;.1' • ,:ter, �� i . d 0 ••`�. f4.= � .� "� "s. ;�,, a x Z > F »•a1 € =� , ti M. >; .: ':•o,•,� �N � ,,� ` ' :q4 ` ;/•'; • : , '' �° e ' '•;:;.., f� , �. +►�... The Owner may have a representative of the Building Envelope Consultant on site intermittently, to monitor the repair, replacement, & retrofit of building envelope Work for compliance with the written Contract Documents, and to help the ' Owners Representative assist the Contractor in addressing an unexpected field conditions. Project Documents address P 9 Y P 1 known conditions but it may y be anticipated that unforeseen conditions may Y be encountered during the course of the Project. Thermal /Moisture Protection: = • ., �+� , , •' -: ', C / `' � ! 1 1 .1 ♦ 1 � , ♦ ♦ .� .. a te. ? d � �o Zd • ` •♦ ! ' .. • w- „„ `J/ a I' 5 " � 3 � a ,, s . Via.•. � • ; _ . o••. r • i !' , , •,,- -- ♦ . =�1'3, .. .�.�♦ A , ;,..y, ; • r a rile changes 'r7 ,.....e_. . ,I,11 �` '�. , • ♦QpO. ` , M ` ' , a . 0• o••.•• c'- '`• If • . U^ + of w ork �,., � / l ±J ♦,♦R: .. ♦, ♦1 ♦, ` o� < ,• .., µV ♦ ••. • ;, JO . • *:.. y ��••♦ ♦• a " • -.•• +• �. L y ' �" -, • • , +� • _ , v Tukwila • �� • � t ^` !�•. n•� .��e ♦1�•�� ��♦ ♦ w : r,, , ,,;4 , Y '9 t ♦ i, ./ 0♦ • ♦ . ♦ ♦, r.. ' �♦ �• ► 1 �, . ti ,� ! . _ s,•..• ♦,• ♦, �. , ,. . .•♦,•�. ., + . �j _ NOTE: Revisions •i� ry�r' f r ` M �`�� �','�'+�;� ^ / include �'�' ♦ - i ♦♦♦ x G J GO NG• `, and m V' '�. REVISIONS without w�l shall be made to t a scope prior appr. al of Parcel Number: 2716000075 3uilding �ivisi (j % / /�. Address: 12 770 GATE DR S re a new plan submittal • �/ Zi code: 98168 �CltitiQnal la review fees. Taxpayer: BOEING EMPLOYEES CREDIT UNION p NORTH STAMP EE C ITY O ' TUKV 1 AtA AUG Z'7 ZOO$ PE RMiT CE ♦ .W a y.. ., h �..,. ♦ .4 f r 4-♦ •� • j♦, :. `� ♦ � + 1 ,. 1 ,. 1 , ♦1 , ♦1 , 1 1 1 ,, 1 ♦ t ,.. �. ` �' • ♦ . �` ~ �J 1 7. ��. . ! + • .•. •• ♦ t� '� � - r • 4> ' �,�.4, ,�1,4�_' 0 ; 4 4 •; � • . p .1 1 72 0 S . T ti '' to ��� : �: 1 : !Vr •• 1 � �. i�` 1 1 �y Cti` , • e. 4 . , . p, Ot 1,,, r ♦,, r :.p . 4a' 4" 0 a . ,, 0, .� / e, ,� 1- . I„ . C� ; . s � . , '/; 1 e , s r►� -SIXTH FLOOR ' ' g s ` - 4to i. f�" � "� ' ..10. 4 4• P ' � +M' + a � e • „44,1/4 s ' , ,(� THIRD a , C • r, .�.,, ►,Ir r -, 4. 44%.4. '� " P' .,/- *� V+\; , �� " ,�,, ` ,y� y �„ " , • „ TERRACE DECK - - •, it ♦ - Ni-e. ! '. ,� I,� ► �• �° j' �'- ' ' ' +� Q tiT� `' �Z /• �` S d t4 ye.''° �>' �► W S �, - ---� WATERPROOFING r„� '• ��* ! ` /4'41 • R.;�,t if =aea I � cD , +. ... ' �`` : I No oriented strand board (OSB) shall be allowed for installation. All wood sheathing used in conjunction with work for roofs and walls installed during repairs/ retrofit shall be Exterior 1 Rated high - quality (4 -ply) minimum laminated veneers, APA plywood (CDX or better grade), or as specified. All wood (including framing and sheathing) shall have moisture content of 15% or less, as measured using a calibrated Delmhorst moisture meter, prior to installation of roofing, waterproofing, fenestration and /or cladding and interior finishes. P 9, p 9, g Forced air desiccant drying shall be used as necessary to expedite the Project schedule and to ensure exterior wall and roof assemblies are dry prior to enclosing the buildingry P j All waterproofing, roofing, cladding, fenestration and flashing system components shall be properly se uenced during rp 91 9, gl 9 Y p q du g Work to provide a continuous water - shedding plane, so as to provide along -term, 100% weather -tight and watertight, successfully performing building. All openings through building envelope system shall be sealed, flashed, orweatherstripped and flashed, and constructed per ro P ect S ecifications and Drawin s, so all are rendered weatherti htand waterti ht to revent moisture intrusion into j P 9 9 9 p the building. Sealant alone shall not be relied upon for a watertight seat. All penetrations through exterior cladding and roofing shall be fl ashed with membrane or other sequential membrane flashing, and sheet metal flashing . g g , q 9� 9 All A flashing shall be incorporated into the roofing system in watertight fashion; and all flashing shall be incorporated into 9 rP 9 Y 9 1 9 rp d nt the cladding and fenestration assemblies in a weathertight fashion. The fenestration cladding system included in this work shall be flashed to direct all water to exterior face /surface of claddin All throu h -wall and throu h- claddin g g. g through-cladding penetrations shall be flashed with sheet metal and membrane flashing that is incorporated into the building envelope and WRB in watershedding, watertight fashion. All transitions and intersections between low walls/ perimeter curbs and higher her walls shall be flashed with membrane P g I ° Contractor, and do not show eve detail. All exterior fasteners and hardware shall be ass specified, and where not called out shall be a minimum of hot-dipped P 1 PP alvanized or stainless steel and mutual) coin atible with interfacin coin onents and substrates to ensure Ion term g Y P g P g successful p erformance. alt sheet metal and membrane flashing all furring strips and all windows shall All weather-resistive barrier (WRB) material, , , be installed securely at each individual elevation, then inspected and approved by the General Contractor and reviewed by the Buildin Envelo a Consultant rior to the sfart of installation of balance of s stems at that elevatio unle s g p p Y n s otherwise specified during flashing Mockup and Pre - Waterproofing Conference. Roof, wall, and above-grade insulation shall be continuous and complete, without voids. Roof vapor retarder and wall vapor retarder shall be continuous and complete, including well-adhering all laps to form complete seams. All penetrations through vapor retarder shall be sealed. Vapor retarder shall be complete through all t transitions and intersections. Exterior building envelope systems specified are intended to provide full weather protection for the building, and to provide a continuous airtight seal to the building. Severability and Headings: The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except written y p ap p t d xce t b wntte p by permission of King County. SEE SHEETS W3.1 &W3.2 ItiN- ,•_,__, -'' • ` - /,.:� I : � „ . a ,+1;; - - -- ._, ,�. - , - e .. .. , ., , , • N. �_ � , '`� �` ► - /' r ro/ il•'e I a i � `a, ' , 1 2' Y Yin 1 #4.�y . '�'.. � • % 'A9 , , , i A '` , ti __ -•. � /� .„ g • y PROJECT DIRECTORY OWNER: BUILDING DEPT: GENERAL CONTRACTOR: a _ "' - -r -- - --- ,: . � ' q, J II 5,"' ' _ - , , . ' r c sa �► , ,i t �•�, _� ti � /' � ,,,,• 111. N 2 - p y (/ti ' at tt fie, ., `'� ' / 4-61"1. . f,,. ' ; �: � %di � �� � � BOEING EMPLOYEES TUKWILA BUILDING TO BE S ELECTED CRED UNION DIVISION 12770 GATEWAY DRIVE 6300 SOUTHCENTER BLVD TUK W ILA WA 98168 SUITE 100 Attn: Ron Kahle Attn: XXX tel: 206 439 -5016 tel: 206 XXX ( ) ( ) fax: (206) 439 -5818 fax (206 X)0( CONSULTANT: STRUCTURAL ENGINEER: PROJECT TITLE �O E I N EMPLOYEES CREDIT UNION �� � ,' � � � t �r . . _ i •' , 't A � Ad d4 . A// 4S .t .. 0 `, ' . S..�o u l - * � ��� / I /��� /�, � t -t. cf i SHEET 0.0 SHEET NOTES &KEY NOTES: �� ' ' ��r ��i�����������. err , ,t , '�c� a , ,, (� ��� //� /� 1,.,,�,: j 1 i These Drawings area part of the Project Manual; complete all work according to the Protect Manual. See Protect Manual for complete specification. 01010 Summary asphalt roofing on the drive-up tellers 0.0.A Tear -off and install sbs modified as P g P 0.0.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza'' and 3rd through 6th floors terraces. O.O.0 an and coat penthouse and screen st ucco walls, Repair P 01070 Abbreviations and Definitions manual for ::::: ::::::::::epair manual for and steel deck repair. P 01260 Contract Modification Procedures 0.0.F Refer to ro'ect manual for contract modification rocedures. P J P 01455 General Safe Procedures ty O.O,G Refer to protect manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the.building. 01500 Temporary Facilities and Controls O.O.H Refer to project manual for temporary utilities, support facilities, security i facilities, and protection facilities, including temporary construction fence .. R ,«*% • u.a.�i� �� �+_ �, . �i 2p „ p � • ,at.h a ,. i " <, • - r "' ' ' '" °- ;-•- x-+. f „o p r�• , . mil es , , ,1r ►�1 . , � ,� � � � ,t � ■ ' /�' r ;'� ,~���e� ,. / �'�� �,.� " `'^ , _ , 7i k , a���� / ���� /��� /���>� /�.�,>' ,• ; > • ' �• �P8 / ►` ' / ' I ` 4 . BUILDING ENVELOPE R E WATERPROOFING PROJECT 1 ` OO F I N �7 8c r t �`• � I PARKING GARAGE ' ' . F �' ®� - .,, (BET &R) `` = 4000 Delridge Way SW P No First Floor Seattle, WA 98106 Rl3r• r a ;D i�OV8113 8U t�► p t;;z:: approved Field Co py and at�Qlod Ed: NO WO RK THIS PROJECT /°; � 4 � _ . � i � � �. ') i ' A ' : ,` ' ° � � r a '�, R��S�� r�s ,' i�� � �5 j �,� � ����'. < -. ^ ' ,/ �► PA',..-- Mat '.► f C? ' . , r ,/ /� ��I i�%�/ / � � / / � � /�` ��:i ° - ��� , ►�I�,� �`.. .J . • ! o �? J ,� ��,G ` , • - -- a , • + t r , 7 �, ;, k O • i i r f - � �` ,;� � COMMA E e� rl � � / , � Y GENERAL NOTES / Q - i p TT ®© �a 2 DRAWING O N S T R 1 T `•' SET O F D Rat V V tv....4.11‘,„ BET &R DRAWINGS ONLY DEPICT NOTES O� I N G S THE - - ; L,/ try) a N • r ,: + A •/ /% +�2 0 :1 + r � • N' ' /OPPP� ,'� �I���� - ?o a ' ' +! " s R , r ; • '° Y 70 s l" -�'"' gyp, , .• !! I►' +r / , , ,�y , 1 y 1 +i ° " , W' - �' Proiect Notes Cry ! Of TU{� $ Coin 1 month all local codes and ordinances: Washin t P Y 9 ��� ���5� httpa /www sbcc.wa. . ov/ a es /code.html #viewin. online <h a/wwwsbcc.wa. ov as /code.htmD q p 9 q ttp p � 4 wt , o -o n _� . , �,, x 42 I • � ,.. �IfIFrr'/�iiii I✓ r , �- ' ••�+p . -.• .-� •� �ws aw .F • � -- 'i 7 I - I •' � -+ r ff,- c+�.ly �di jf3i� • r X11 thia -- fi 1 ' �► '•, 2006 International Building Code; 2006 International Mechanical Code; 2006 International Fire Cade; 2006 Uniform Plumbing Code; 2006 Washin gton State Energy Code; City of Tukwila Codes, amendments and regulations; Nothing in the drawings shall be construed to permit an installation in violation of applicable codes. The Contractor shall notify the Consultant if any changes to the drawings are necessary to comply with codes. Summary Scope: a P------ ,' .a �r �� ". `: I = �!► vd ?• , _ _ ._ r _ l S� , ' _ : -. - •_ . ... : ' ., .4._ .4.ui. I:�i�Q �►J , '. -'k % ••- . t,� • .. _..._.. �- :' r f • ' h3 at staging area and temporary weather protection. 01630 Substitutions and Product Options __•_ • -.•• , -_-, __ _ _ ,, -� _ _ , ,. _ , _ _•. _ _ � *• t.j'� �' • � f ' r'�` = ^ . � ' � �' - - ` � i, " , • GATEWAY � R IV ' s: _- � �' `,: • � •, •. , i `. N t� .> . 0 ' ---- -.•. ..-. - Wi aRG t 0.0.1 Refer to project manual for substitutions and product options. 01730 Execution 0.0.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee O.O.K Refer to project manual for terms of waterproofing contractor's special guarantee. • 01742 Roofing Contractor's Special Guarantee 0.01 Refer to project manual for terms of roofing contractors special guarantee. 02070 Selective Demolition 0.0.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete O.O.N Refer to project manual for epoxy injected cracks, replacement of p J P xY 1 P cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 0.0.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing O.O.P Refer to project manual and drawings for installation of sbs modified asphalt roofing systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim O.O.Q Refer to project 9 ect manual and drawings for installation of sheetmetal P a appurtenant to roofing and waterproofing work. PP g g 07920 Joint Sealants r o ro ect manual and r win s for'oint sealant work a urtenant O.O.R Refe t p j d a g j pp to roofing and waterproofing work, and 09240�Portland Cement Plastering 0.0.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Petrifies g 0.O.T Refer to project manual and drawings for painting of repaired portland cement stucco. •, MONUMENT MONUMENT ' • )4 .) - 441A6 � , 4A4 rr . ;' . , .* ; ` axi.,rf, -,9 rg. t c , l'*- , !1.04,\ . . I 4 . exto7t/44 tvr eli -: � . .. Wr•Y pi uJ'f ® Reroofing of the Drive -Up Tellers Canopy Roof Area. • Reroofing of the Second Floor Roof Area and re- waterproofing of the Second Floor Plaza • Retrofit approximately 220 lineal feet of sill and threshold flashing below the existing window wall adjacent to the Second Floor Plaza • Re- waterproofing of the 3rd, 4th, 5th, and 6th Floor Terraces. • Reroofing of the Main Roof and both Penthouse Roof Area. • Painting and minor repairs to Penthouse and Screen Walls. • Staging, office, crane and lay-down area to be within the existing paved parking area at the northeast Y g P P g of the b • Simultaneous BECU construction projects are not in the scope of this re- roofing, re- waterproofing, sill retrofit, and limited exterior repainting project. Simultaneous construction project(s) may be by other consultants, permits, and contractors. Project Documents: If any part of the Contract Documents, including, but not limited to, any provision, paragraph, clause, phrase, word, or words, is found to be in conflict with applicable law, such part shall be inoperative, null and void insofar as it is in conflict P P with said law, but the remainder shall be given full force and effect. The descriptive headin s of the various a 9 pits, sections, paragraphs, and other portions of the Contract Documents have been inserted for convenience of reference only and shall in no way modify or restrict any of the terms and provisions of the Contract Documents. Other. INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE: ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. , • % %� PLOT PLAN , ,I NORTH ' • `�.• -r ; �a tt. ; r « ' . .. ' BACKGROUND DRAWING EXCERPTED FROM 'AS BUILT' CONSTRUCTION DRAWI ISSUED :rifiKAT4i4 '' SEPTEMBER 18, 1989 DISREGARD NON - ROOF & WATERPROOFING RELATED PROJECT INFORMATION. Building Envelope Technology & Research assumes no responsibility the accuracy of, an for, nor verifies th en any engineering g data nor architectural drawings supplied by others. BET &R does not confirm the accuracy of existing architectural and structural r wi v Y 9 drawings rigs pro ailed to BET &R and all conditions shall be field verified by the Contractor. BET &R has not evaluated, and makes no guarantee regarding the adequacy of the structural design and building's structural condition. Interior construction has only been evaluated by BET &R insofar as it relates to building envelope components. Other non- envelope related aspects of construction (e.g., concrete slabs on grade, flooring, plumbing and electrical, ceramic tile, elevators, structural and seismic integrity of existing building components, etc.) have not been requested to be evaluated g nvep roj b y and d are not addressed in these Building Envelope Project Documents. Cony of ._� I I •.--- t 7AlG: X•1 Calves I it 4t/ ;, � t i,..r t .,• r . .p ~ .. �A �• • ''„ •� - ' f 4. � ,_ •,�, 4,.....,- L - � _ - _ � ALLENTOWN i4 Td `` ����' + �; " ; .. - LE .'. �; :. ' ' ! < v ,, 1 / f" r _f ' f �.j : ••, i ` i f � ` +' a ! "¢s r;,'ani � e ; `�. �' '' ` F v' A $ a .. . ' ` rNr.�,ru,xr�r+N Ave. e. The Project Documents depict relationship of materials, components, and /or systems involved in the Work and aspects of existing construction, along with some dimensions. The Contractor shall field verify all g fY measurements to obtain accurate dimensions and all conditions, and shall alert the Building Envelope Consultant as to the discovery of any unforeseen conditions and potential constructability difficulties before g s, notes, or specifications, or with industry standards it is the obligation of the Contractor to notify drawings, the Building Envelope work. In the event of discrepancies or contradictory information in the nvelope Consultant of same and to obtain clarification from the Building Envelope Consultant before proceeding with the work. Any work done by the Contractor without clarification by the Building Envelope Consultant shall be performed at the Contractors own risk BET &R General Notes CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 • 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE DWG DJ SPECIFICATIONS TABLE OF CONTENTS DRAWING INDEX CHK MG • Contact the Consultant if conflicts between specifications and/ or drawings are discovered. • Contact the Consultant if conflicts between documents and codes are discovered. • Do not scale drawings • The information contained in the drawings is a tool of professional service and is for the sole use in conjunction with this project and is not to be used for any other purposes; information from these drawings is applicable only to this project and other use is at the peril of that user Specifications and drawings are intended to describe and show general conditions related to Work. Where conditions require additional specific detail and the information is not included with these drawings, it is the Contractor's responsibility to confirm the intent with the Building Envelope Consultant before proceeding with Work. The Contractor shall also field verify all dimensions for the materials, components, P 9 fY P systems, equipment, and all items to be furnished and installed by the Contractor and its subcontractors. All information depicted on the drawings relative to existing conditions are given as the best present available knowledge but without guarantee of a c c uracy. Details shown in these drawings are typical and will apply unless otherwise indicated, noted, or shown. Details of Work not fully shown are to be of the same nature as those depicted for similar conditions. Y P These contract documents pertaining to this Project are to be considered and interpreted for bidding purposes only. No part of the contract documents shall be copied, distributed, considered, or used in any way independent, or out of context, of the complete set of documents for use with this Project only. Building Envelope Technology & Research does not grant permission for use of any part of the specification(s), and / or drawings - - these drawings and specifications are for use on this Boeing Employees' Credit Union Project. Any party found to have copied, distributed, or otherwise held or used any aspect of these drawings and/ or specifications shall be in violation of Copyright law and shall be subject to the full penalty(s) allowed by law. 00100 Instructions to Bidders 0.0 COVER SHEET -- GENERAL NOTES & 00300 Bid Form VICINITY MAP 00700 General Conditions 1.1 DRIVE -UP TELLER ROOF PLAN & DETAILS 01010 Summary of Work 1.2 DRIVE -UP TELLER ROOF PLAN DETAILS & 01070 Abbreviations & Definitions SHEET METAL PROFILES 01220 Unit Prices 2.1 SECOND FLOOR PLAZA DECK & ROOF PLAN 01260 Contract Modification Procedures 2.2 SECOND FLOOR PLAZA DECK DETAILS 01455 General Safety Procedures 2.3 SECOND FLOOR PLAZA CURTAIN WALL 01500 Temporary Facilities and Controls DETAILS P ry 01530 Const. Fences, Scaffolding, Barriers, & Enclosures 2.4 SECOND FLOOR ROOF AREA DETAILS 01630 Substitutions & Product Options 2.5 SECOND FLOOR ROOF AREA DETAILS 01710 Cleaning 3.1 3RD - 6TH FLOOR TERRACE DECK PLANS & 01715 Final Cleaning DETAILS 01730 Execution 3.2 3RD - 6TH FLOOR TERRACE DECK DETAILS 01741 Waterproofing Contractor's Special Guarantee 4.1 UPPER MAIN & PENTHOUSE ROOF PLANS 01742 Roofing Contractor's Special Guarantee 4.2 UPPER MAIN & PENTHOUSE ROOF DETAILS g P 02070 Selective Demolition 4.3 UPPER MAIN & PENTHOUSE ROOF DETAILS 03013 Maintenance of Cast -In -Place Concrete 4.4 UPPER MAIN & PENTHOUSE ROOF DETAILS 07100 Modified Asphalt Terrace Deck Waterproofing 5.1 PENTHOUSE & SCREEN WALL ELEVATIONS 07552 SBS Polymer- Modified Asphalt Roofing 5.2 PENTHOUSE & SCREEN WALL DETAILS 07900 Joint Sealants 5.3 SKYLIGHT AT UPPER MAIN ROOF - 09240 Portland Cement Plastering PLAN & DETAILS 09911 Exterior Painting GENERAL NOTES VI C N I T�/ S HEET CONTENTS e /'1N D 1 MAP "' " """""'°- / ( RIVERTON TU KWILA I rya I !� • ^Ic. I a ', �A A �' : I VICINITY 11I AP i ' SHEET NUMBER . o o I DRAWING EXCERPTED FROM 'AS BUILT' CONSTRUCTION DRAWINGS ISSUED SEPTEMBER 18,1989 z ' w ____ ,_tea /. nnnn r., 111 •■•••• m.I,ll-I r . 1 4 , -•e n IJ•IhI nest/ a fl 6c:abhli o Copyright 02008 BUILDING ENVELOPE1CHNOLaGY CONTINUOUS 20-GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" 0.C. a maximum of 1" above engagement.) PARADIENE 40 FR TG SBS POLYMER-MODIFIED ASPHALT GRANULE-SURFACED MEMBRANE BASE & WALL FLASHING PARADIENE 20 TG SBS POLYMER-MODIFIED ASPHALT BASE SHEET (Fully-adhere with propane-fired roofing torches.) PARADIENE 30 FR TG SBS POLYMER-MODIFIED ASPHALT GRANULE-SURFACED CAP SHEET (Fully-adhere with propane-fired roofing torches.) 15'-0" , „-- - -N,,,, s --„,„...--- Iv 3T-6" 1111 ' 18-4 ,„-----,,,,, u \----- I-, SHEET 1.1 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY § ,k41 ENVELOPE 1 & RESEARCH These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 1.1.A Tear-off and install sbs modified asphalt roofing on the drive-up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 1.1.B Tear-off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 1.1.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 1.1.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 1.1.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 1.1.F Refer to project manual for contract modification procedures . 01456 General Safety Procedures 1.1.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 1.1.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 1.1.1 Refer to project manual for substitutions and product options. 01730 Execution 1.1.J Refer to project manual for general installation of products, coordination with , ng ownerprogress and final cleaning, starti and adjusting, protection of installed work, correction of work, and closeout 01741 Waterproofing Contractor's Special 1.1.K Guarantee Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 1.1. L r R e e n f fl e n r g to un p n ro tr j a e c c t t u m e an ep ua e l c fo ial r g 02070 Selective Demolition 1 0 .31.0: waterp roofing t i r g c soa t tffn- m Idon a f-a n pep u ixpa a i usc tr teai nenConcrete gndar d on r a ot fis l gs i s o s . r 1.1.N Refer to project manual for epoxy injected cracks, replacement of cast-in-place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 1.1.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing W ALL 1.1.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 1.1.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work 07920 Joint Sealants 1.1.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 1.1.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Paindng 1.1.T Refer to project manual and drawings for painting of repaired portland cement stucco RECEIVED CITY OF TUKWI LA AUG t7 ?JIM , PERMIT CENTER Ill 1 b _I r i TYR 1 r - 1 1 1 - . 4" Min. I. .' 1 ' \' v 44 ' P PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING CONTINUOUS 20-GA. GALVANIZED CLEAT (Engage min. 3/4" • & fasten @ 12" 0.C. a maximum of 1" above engagement) NEW 24-GA. SHEET METAL KYNAR-PREFINISHED STANDING SEAM COPING , „,. ,>.i •An ,,, ' , '''''' MA ler .. Nuf P ROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact Mark Guy Phone: 206-405-3455 Fax 206-405-3458 Web Site www.bet-r.com Email: info©bet-r.corn „. . .. ,...,,,, ( " '','w-MtP' < 4, , . -,...‘ •,-; i>. . „ ,, „ ..,, . , EXT ERIOR VIEW HEX HEAD, HIGH DOME, EPDM ROOF SLOPE . • o' ca - , , ,, GASKETED SELF-TAPPING SCREWS (Fasten at 18" 0.C.) PARADIENE 40 FR TG SBS POLYMER-MODIFIED ASPHALT GRANULE-SURFACED MEMBRANE BASE & WALL FLASHING (Fully-adhere with ■ ., propane-fired roofing detail torch, fasten `* along top at 6" 0.C., extend onto field of roof 1:1 beyond toe of cant 6" min. as shown.) - ri - PARADIENE 20 TG SBS POLYMER- r Ve, '''?''''' .,,, MODIFIED ASPHALT MEMBRANE v ttl. A' 4 '', V BASE & WALL FLASHING (Fully-adhere ,,, i•,,1 0, ' 0-. with propane-fired roofing detail torches. V'ke -'-'', Extend beyond toe of cant 3" min.) ' ' "7 ^ VA - , ,„ V li , 0 , 14,... ,,, .„ i::' PARADIENE 30 FR TG SBS POLYMER- ":'' - MODIFIED ASPHALT GRANULE-SURFACED CAP SHEET (Fully-adhere with propane-fired roofing torches.) 20 TG SBS POLYMER- ASPHALT BASE SHEET with propane-fired roofing torches.) to allow for reasonable dimensions. 3/8" IN 1'0" TYPICAL .. SLOPE TOP OF PARAPET WALL AS NEEDED (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING WOOD NAILER SIPLAST PA-1125 PRIMER (Allow primer to dry thoroughly.) EXISTING ARCHITECTURAL PRECAST CONCRETE SPANDRAL 2".MIN 2" NEW WOOD CANT STRIP (Mechanically attach as specified.) NEW 1/2" DENS-DECK COVERBOARD (Mechanically attach Standard as EXISTING (Examine, repair, or Notes: 1. Dimensions shown tolerances due to 2. Attach top of membrane 3. See Detail Sheet 2.1 4. Refer to Drawing 3 MIN. • PRIME to FM1-90 specified.) STEEL replace are field conditions. for on Sheet . ' minimums wall 2nd 4.4 , 't • 4 ROOF DECK where needed.) and are flashing approximately Floor Plaza 1.2 for sheet e s, %, 4 ' ' ,,,,,,,,: , ,, 4 , ,,,p, 4 1 .a.., ,* „ ,,, t e ..: , ,. ,,,,.% , , .. ..N. , ,T , ' ' PARADIENE MODIFIED (Fully-adhere intended to be approximate 6" O.C. Deck Area details. metal profiles and ROOF SLOPE 3/8" IN 1'0" TYPICAL .. Agar , c - 4 ' › ' , 4‘, .L1 .. - STAMP „...,, - 2 & 3 ti I 1 / _ r ,..Y5t..k.=:4 s S" ,,, „ ..,:. 4' .1., ,.-." w te 1 OTYP. , • 1 1 1 1.1 TY . • — sm. alk PROJECT TITLE BOEING EIVIPLOYEES' CREDIT UNION '.: 0-, A , :, 4..., ,,, 4 ' iiii.ii f 49 3/4" / 12" CRICKET siopETyp. (Mechani 1/2" DENS-DECK PRIME COVERBOARD cally attach to FIVI1-90 Standard as specified.) 8 FASTErs,IERS & 3" PLATES lisi FIELD 12 FASTENERS & 3" PLATES AT PERIMETERS (4" INBOARD) 1 8 FASTENERS & 3" PLATES AT PERIMETER CORNERS AS PUBLISHED IN MANUFACTURER'S INSTALLATION MANUAL 1 1111 REROOFING & PROJ ECT W R i / , • DRIV i - LLE PAR ROOF PLAN v NORTH Tukvvila, WA 98168 SCALE: 3/32" = V-0" DRAIN LOCATIONS 0 FIELD VERIFY. SBS SYSTEM SPECIFICATiON PLATE DIVIDING PARAPET WALL SCALE N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG CONTINUOUS (Engage min. 20-GA. GALVANIZED 3/4" & fasten @ 12" PARADIENE GRANULE-SURFACED PARADIENE MODIFIED CLEAT 0.C..) 40 FR TG SBS POLYMER-MODIFIED ASPHALT FL MEMBRANE B & 20 TG SBS POLYMER- ASPHALT MEMBRANE BASE & WALL FLASHING SLOPE TOP OF PARAPET WALL AS NEEDED bevel cedar siding, nail or screw to wood nailer.) CONTINUOUS 20-GA. GALVANIZED CLEAT (Engage m. 3/4" & fasten @ 12" 0.C..) in NEW 24-GA. SHEET METAL KYNAR-PREFINISHED COPING HEX HEAD, HIGH DOME, FLASHING PLYS (Install Paradiene 20 membrane flashing into ply, and feather 6" minimum. Turn into drain bowl 1" min) , 4 ' Y , ...z ,:. 47 ,, 0, . = ,> 4-. v, .-, 4,, , ...r ,.., 4 011 . ' - „ V NEW 1/2" DENS-DECK PRIME • COVERBOARD REINFORCING FLASHING SQUARE -- 4 LB. SHEET (Prime both sides and set asphalt roof cement on finished drain bowl 1" min.) 40Pma.., ., ., < ..,w ( , , ,,, 1. - e' 4,•• .- ,I ,--.---- ,,,.; i < t 1 4, IIIAIMWIIIIMIIII/Aft, ,.. ' ' , - MINIMUM 30" LEAD FLASHING in bed of specified plies. Turn lead REPLACE ALL WITH NEW CAST IRON DRAIN STRAINER PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Fully-adhere propane-fired roofing torches Turn with . ,, '-- into drain bowl 1" mm n. ) ,,, . EXISTING DRAIN A' CLAMPING RING ' - 4 (Replace damaged as z ,,, *, * , 4 „ necessary with new.) .<. ..(v ,N A ...... °/ 4 -: : .;' '''''''' -x , s ,<, rr ,j, ,,.., , ,,,,,: ,„: • ' • , < ' ;!'" .T.- kri , ' - AP' ' . ,/ . ION t:t3 0 WI" I c0 ea) 64 t 0 ) 0 1911. 23u Sg 13 e ty CO tO/A ...‘, 1‘4,GD" a. WO - „ <,, ,,.;, . PARADIENE 30 FR TG SBS POLYMER DRAWING NOTES CONSTRUCTION SET OF DRAVVINGS BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. . r r.J„ , 4" Min 0 . EXTERIOR (i.e., VIEW ,,,. - 4 ,, ,'$ ASPHAL GRANULE StJRFACED * tvlODIFIED T - „ ,,, 4, , ,,,,. 4 ., CAP SHEET (Fully with propane ,-* "' 0 4-t‘ roofing torches.) , A PARADIENE 20 TG SBS POLYMER , MODIFIED ASPHALT BASE SHEET :4> 4 (Fully with propane roofing torches.) 1/2" DENS-DECK PRIME COVERBOARD 0 EPDM GASKETED SELF-TAPPING SCREWS (Fasten at 18" 0.C.) SLOPE TOP OF PARAPET WALL NEEDED, (i.e., bevel cedar nail or screw to wood EXISTING WOOD NAILER EXISTING ARCHITECTURAL PRE-CAST CONCRETE SPANDRAL AS siding, nailer.) , tor, ■ • :'. * ROOF are approximately sheet 4 -, POLYMER-MODIFIED ASPHALT '..: . e , A14 , ,, GRANULE-SURFACED MEMBRANE BASE ,s. , F' • a ":.:4) i ,*,, . & WALL FLASHING (Fully-adhere with i fasten 4 A" propane-fired roofing detail torch, t $ s 4, - along top at 6" 0.C., extend onto field of roof igo * V e beyond toe of cant 6" min. as shown.) 40.,, ' , ' 4. 7 A t ''''A 10,,, , , : 1* PARADIENE 20 TG SBS POLYMER- ,. * 4 › 4 , ,, s MODIFIED ASPHALT MEMBRANE BASE (Mechanically attach to FM1-90 Standard as . " specified into top flange of steel roof deck only.) FACTORY COATED STEEL, SELF-DRILLING CONSTRUCTION ISSUE 08-22-08 . ic SCREWS, FIT WITH LOW PROFILE GALV. ,..v STEEL ROUND PLATES FASTENED PER „. .....-- FM1-90 STANDARD -,,,, ..,... .,..,:. EXISTING STEEL ROOF DECK BID SET 06-12-08 95% PROGRESS SET 05 50% PROGRESS SET 03 (Mechanically attach to FM1-90 Standard as specified.) i -..., EXISTING UNDER DECK CLAMP CLAMPING RING BOLTS (Tighten in sequence to evenly compress plies and flashing to form watertight gasket at drain flange ring interface.) EXISTING DRAIN BOWL . (Refinish as specified ) ....di, 11111r . . --,..,.../1 / PARADIENE 20 TG SBS POLYMER- ASPHALT BASE SHEET (Fully with propane roofing torches.) EXISTING STEEL ROOF DECK (Examine, repair, or replace where needed.) , LAYERS (Examine, repair, or replace where needed.) ARE SHOWN ISSUE/REVISION DATE EXISTING PLYWOOD SHEATHING (Examine, repair, or replace where needed.) NEW WOOD CANT STRIP (Mechanically attach as specified.) NEW 1/2" DENS-DECK (Mechanically Standard EXISTING (Examine, repair, Notes: 1. Dimensions shown are reasonable tolerances 2. Attach top of membrane 3. Refer to Drawing 3 on . " - . COVERBOARD attach to as specified.) or replace minimums due to wall Sheet N MI. . . --"'" -1 PRIME FM1-90 STEEL where and field conditions. flashing 1.2 for ,i% < , O'' DECK — needed.) intended metal profiles , , k ' ',$, & WALL FLASHING (Fully-adhere with t<1` ' i e ' , ,''', ' , , propane-fired detail roofing torch. Extend ,, beyond toe of cant 3" min.) .4k\> . , %, 0 ), ,, , .,,, ,, ' C . , , S i. 1 k A w = PARADIENE 30 FR TG SBS POLYMER- ''' ' :,- '""' ''' MODIFIED ASPHALT GRANULE-SURFACED CAP SHEET (Fully-adhere with propane-fired roofing torches .) PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT BASE SHEET (Fully-adhere with propane-fired roofing torches.) to be approximate to allow for 6" O.C. and dimensions. DWG DJ CHK MG DRIVE-UP TELLER CAN ROOF DETAILS SHEET CONTENTS PLAN & EXISTING DRAIN RECEIVER/ B BOWL EARING PLATE (Infill with strips of basesheet, as necessary . to provide smooth transition of drainage plain.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to existing field conditions. 2. Membrane plies, lead flashing, and flashing plies extend under clamping ring and are feathered at perimeter terminations as Illustrated. SEPARATED FOR CLARITY t) (11) SHEET NUMBER 1 . 1 SBS SYSTEM ASSEMBLY DIAGRAM ROOF DRAIN ROOF PERIMETER-- PRECAST CONCRETE FASCIA SCALE : N.T.S. DRWG : DJ APPROVED: MG SCALE : NITS. DRWG : DJ APPROVED: MG SCALE : KT .& DRWG : DJ APPROVED MG Copyright 02008 BUILDING ENVELOPE1CHNOLaGY Copyright 0 2008 BUILDING TECHNOLOGY FIELD VERIFY 2" MIN 2" MIN SHEET 1.2 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY S sliii ll ENVELOPE & RESEARCH EXISTING GLAZING UNIT (To remain in place.) These Drawings are a part of the Project Manual; complete all work according to the complete nual.icate Project Manual for 01010 Summary 1.2.A Tear -off and install sbs modified asphalt roofing on the dnve -up tellers canopy, 2nd fl no rth roof area, upper main roof and penthouse roofs. 1.2.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 1.1.0 stucco wad coat penthouse and screen 01070 Abbreviations and Definitions 1.2.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 1.2.E Refer to project manual for unit prices for p j p concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 1.2.F Refer to project manual for contract modification procedures. 0145 5 General Safety Procedures 1.2.G Refer to project manual for general safety Procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 1.2.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary 1 construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 1.2.1 Refer to project manual for substitutions and product options, 01730 Execution 1.2.J Refer to project manual for general installation of products, coordination with owner progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 1.2.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Spec Guarantee 1.2.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 1.2.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 1.2.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete an reinforcement at concrete roof de s terrace decks . cks, p laze deck and t ce cks 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 1.2.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing y p g 1.2.P Refer to project manual and drawings for installation of sbs modified asphalt rooing systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 1.2.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 1.2.R Refer to project drawings manual and drawin s for p joint sealant work appurtenant to roofing and waterproofing work, and 0 9240 Portland Cement Plastering 1.2.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 1.2.T Refer to project manual and drawings for repaired portland cement stucco painting of reps' d po ment ;`� q W ��� D��'"` EIV D ® c�O� �`� R .A I O � � \ � V CrTM OF�TU L �`► /L 7 Lu AUG 20 OS PERMIT CENTER I A '' ±± 5" MIN —""" –* FIELD VERIFY FIELD VERIFY 4" MIN 4" MIN 1" MIN 3/4" „e), SUBSTRATE 3 HEMMED 4-GA KYNAR PRE - FINISHED DRIP 3/4" FIELD VERIFY (Ensure Substrate Clean and dry. Prime Surface of substrates as recommended by manufacturer.) SHEET 20 -GA. GALVANIZED 20 -GA. GALVANIZED METAL STANDING SEAM COPING STEEL CLEAT STEEL CLEAT 3" MIN " � 4" MIN NEW 24 -GA. SHEET METAL KYNAR PRE- FINISHED SILL FLASHING 41110 all 1 EXISTING ALUMINUM WINDOW FRAME (To remain in place. ) BACKER ROD AND SEALANT JOINT o (Tooled neatly and carefully 100%o watertight. " weep tubes 24 11 114 O.C. ) PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING TERMINATION BAR (Mechanically ( Y 18" O.C. per Project Specifications.) EXISTING CAST -IN -PLACE CONCRETE SILL (Prepare concrete substrate per Project specifications.) PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way g y SW First Floor, Seattle,WA 98106 Contact Mark Guy Phone: 206 - 405 -3455 Fax: 206 -405 -3458 Web Site www.bet r.corn Email: info @bet -r.com A Y MIN. CLOSED CELL FOAM BACKER ROD 5" MIN 3J4 "HEMMED DRIP 5 MIN 1 MIN tnt -.... " $ 11 - 1. FIELD VERIFY r , s o WIDTH OF CLADDING SYSTEM 24 -GA. KYNAR PRE-FINISHED PROJECT- APPROVED S EALANT (Tool sealant in two ( directions, without use of liquid, to concave finish surface giving sealant hourglass shape and to promote or accommodate elastic movement.) 24 -G A. KYNAR PRE - FINISHE 3/4" HEMMED D RIP KYNAR PRE - FINISHED 24 -GA. 3 ' D SHEET METAL BASE SHEET METAL COUNTER j 0 METAL SILL FLASHING OF WALL SHEET RECEIVER FLASHING FLASHING FIELD 3" MIN 11 MIN. 6" MIN " 6" MIN VERIFY PARADIENE 40 FR TG SBS POLYMER- MODIFIED ASPHALT T Y2" �\ ..- ,:SL *:�n� < �;. ; � �. `_ ` ... <; e ', � <, . ; _ y i ' y' ;, 3 ' � fix:. Y < :.> .;' `.x y � ,;,;�. x < >. �� ;'l,`<< ; > < z s, s r a::� - , 9 , ` a :. fa;> s> : U Y, x,3, F . T 1 4y } � "s* >- =.:(nf rY r z , < � � J Y PARADIENE 30 FR TG SBS {y = l c» r> ) y, � POLYMER- MODIFIED ASPHALT ' ; z " , f, GRANULE SURFACED CAP >__ w N ^c' < '. 'Y , ,..,' >, f » r =..: .- '% ® SHEET (Fully-adhere with <:, > y ' ^' < >:,,; y f propane -fired roofing g torches.) �: . � ' ' 4 d . ' P GRANULE- SURFACED CAP .: SHEET BASE FLASHING (Fully- adhere with propane -fired roofing detail torch. Mechanically attach with termination bar at top per Project specifications.) 4 �; 2 MIfV " ' � MIN a SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly on concrete curb.) STAMP 5 " MIN FIELD VERIFY l4" HEMMED 3 HEM ED DRIP 24 - GA . KYNAR 10" MIN "" "' 1 t4u M IN. t • s 1/2" HEM 24 -GA STAINLESS STEEL TYPICAL IDEAL SEALANT JOINT TYPICAL 3 or 4 LB. SHEET LEAD OUTSIDE CORNER SADDLE PRE- FINISHED SHEET PARAPET ® ISOMETRIC LASHING AS SPECIFIED FLASHING FLASHING PROFILE METAL SILL FLASHING FULLY 100% WATERTIGHT FIELD VERIFY SOLDERED NOT TO SCALE FIELD II VERIFY 6 MIN. FIELD VERIFY De th of Sealant should be a roximatel 1/2" IDEAL, 1/4" MIN. Depth approximately i one -half as deep as the width of the joint opening \; 4 PARADIENE 20 TG SBS POLYMER - PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT BASE SHEET MODIFIED ASPHALT BASE ( Fully- adhere with propane -fired roofing torches.) FLASHING (Fully- adhere with propane-fired roofing detail torch.) ropane -fir n d torch. EXISTING STEEL ROOF DECK NEW 1/2 DENS -DE COVERBOARD CK PRIME (Examine, repair, or replace where needed.) o (Mechanically attach to FM-90 (Mechani1 Standard ass specified.) p ) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 6" 2. Attach top of membrane wall flashing approximately 6 O.C. 3. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. � . 6" MIN. 6" MIN TITLE PROJECT E BOEING EMPLOYEES CREDIT UNION %4' min. PROJECT- APPROVED 3 � � ' t ' CLOSED CELL II." MIN. ��n POLYETHYLENE, �� Y, a .., "� FOAM BACKER ROD � y : a ;: e . a » r .. \ (Diameter =1 z x width of opening.) pening.) 3'° < T�/ q 1 I P I CAL IDEAL SEA LANT JOINT 1/2 " HEM MIN. TYPICAL 1/2" HEM 24 -GA. STAINLESS STEEL TYPICAL 24 -GA. STAINLESS STEEL PARAPET -TO- PARAPET SADDLE ADDLE PARAPE FLASH ® R E ROO F I WATERPROOFING PROJECT N G NG PROFI SOLD ERED FULLY 00° °WATERTIGHT SOLDERED FULLY 100% WATERTIGHT FIELD STEEL VERIFY PLAN VI E V V NOT TO SCALE 3" 4" y" MIN. MIN 3" MIN. 12770 Gateway Drive Tukwila WA 98168 ROOF -TO- WINDOW WALL SILL 1 IDEAL SEALANT JOINT 4 SCALE : N.T.S. DRWG DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG STAINLESS 4 "MIN 1 FIELD VERIFY 1" MIN 411 24 GA. 12" MIN. EXISTING (To remain EXISTING (To NEW 24-GA. SHEET METAL KYNAR (Tooled PRE FINISHED SILL F \ THREE DIMESIONAL PARAPRO PMMA REINFORCED \ RESIN -BASED WATERPROOFING MEMBRANE SADDLE FLASHING (Turn saddle onto window frame 1" min.) NEW KYNAR PRE - FINISHED STANDING SEAM COPING NOT SHOWN FOR CLARITY (See detail 6 -1.1 for more information, install following saddle s f flashing and bed in three continuous beads of non- skinning butyl sealant. Apply 100% watertight e � sealant joint at coping intersection.) ; ' SLOPE TOP OF PARAPET WALL AS . 9 • :, p , r . • r n NEEDED, (i.e., bevel cedar siding, nail . > or screw to wood nailer.) :, ro fi t< ? < 1 ell �. � - _ � '��I,i � R ,\ b �' t : _ GLAZING UNIT in place.) ALUMINUM WINDOW FRAME remain i i n place.) BACKER ROD AND SEALANT JOINT o neatly and carefully 100 /o watertight. Install 1/4” weep tubes 24" O.C.) PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING 18 O.C. per Projectt S ec ficationsy�fas t en PARADIENE 40 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET BASE FLASHING (Fully adhere with propane - fired roofing detail torches. Mechanically attach with termination bar at top per Project specifications.) ► ( I ®' S PRIMER PLAST PA -1125 I J % (Allow primer to dry thoroughly � �� DRAWING NOTES C N S T R U CT I SET OF DRAWING BET &R DRAWINGS ONLY DEPICT INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS BE FIELD VERIFIED BY THE CONTRACTOR. O N S THE MUST 24 GA. STAINLESS 1/2 " HEM co SADDLE FLASHING AT VERTICAL 4" MIN. STEEL SADDLE MULLION ATTACHMENT FLASHING SOLDERED FULLY 100% ® „ WATERTIGHT AT CONCRETE TERRACE DECK CURB -TO- WINDOW WALL SILL 1 /2 HEM " 3 MIN. II 112 HEM 1.2" 4 6" MIN MIN. 6" M 4 MIN. 4" 3 MIN. 3" 24 -GA. STAINLESS - N 0% 112 HEM " STEEL SILL 1.2" MIN. 4" MIN. 1 FLASHING 24-GA. STAINLESS STEEL SILL FLASHING 3 -O INSIDE CORNER SADDLE AT END LAPS, LAP OUTSIDE CORNER SADDLE (1) EXISTING WOOD NAILER (Field Verify.) � y3Y Sx ,� ,r :� � , � ;• • ` � �,� �ff� ,, ��. 4�,\ '> ���. on concrete curb.) t < C v& \ Y Q t om ` , r � L \ Y+J F Z>a ., ` ' t k� :y � � !, ' .;'' ; :: EXISTING ARCHITECTURAL –` PRECAST CONCRETE SPANDRAL EXISTING EXTERIOR SHEATHING Examine repair, or replace w needed.) NEW WOOD CANT ;: a.: ,d : r MIN. '2 M a. ... a \ -� , � rr :.: 'N ° ♦ � ♦ `' I : r ; < : ; <� . , �::> ;; f < } ` ' ��. ',. d = sN�� _ < ; ' zs�f Y\ �' ` a �i ;; ,E > Y , <z < ..:.r , �. < ::� �.;� :y� < �� ;.�.. a /,,. , w «. y ,.•k^ ,;sr < fa h '> .�. r / ..,. , R;_; >.r r t ' , , „�, a;..� � o. .YE , )+t' »'bf � ' ; . �> 2 MIN „, > 1. t ; x . ? 35 .. 'os oi. .:�y. , a � s "sa3. .�� .^ ..�.: :a.` .,�,: ��, ::. l' : ,,:,. <.< ,; :: , >: yt� ..,:; \ R�=.<c�;. ^ e ar k a. :�,: '� sr`tta f�' >< = w « <'.:: k. �. �.� : :�<:; , <, ..= cl / =, W itt : c 11 1 MIN. IELD RIFY F VE 24 -GA. STAINLESS ` 6 11 1/2 " HEM STEEL SILL MIN. FLASHING 4 ” MIN. MIN !/ = CUT BAYONET JOINT FOR FLASHING A MINIMUM OF 4- INCHES AND BED ON TWO (2) CONTI NUOUS THIC BEADS OF NON-SKINNING BUTYL SEALANT IN DRIP EDGE MIN. 4 LAP. " for reasonable as specified., fully contractor to field beads of non- skinning 100% watertight. to the exterior. CONSTRUCTION ISSUE 08 -22 -08 06 -12- BID SET 06-12-08 :�. . W < ,,, Y <3� l � r :t :'< ` V� ":.i:' : 'v Y:y �, �� ar � ;�• >G, , ,>v , ts � • .. <,:t ..,� rF� / `a • , 3LYr :!> .l+ s1 £r< .G. .b ,.Y!.:Ei .K. 95 / PROGRESS S SET 05 -2 S ( Mechanical( ,., ,.. �.: �STRIP ..�. � �a� t ;5 d , :« . ,> ,,... < F v Yy <g � - substrate per Project specificatio s. Q BASE &WALL FLASHING (Fully- < t �!� R j P ) adhere with propane -tired roofing j l S detail torches, fasten along top at 6" ! PARADIENE 20 TG SBS POLYMER- ` MODIFIED ASPHALT BASE O.C., extend onto field of roof beyond toe of cant 6" min as shown) / propane-fired roofing FLASHING (Fully- adhere with detail torch. V . , ro ane W " S-D CK P i E PARADIENE 30 FR TG SBS POLYMER- ) G NEW 112 DENS-DECK R M t COVERBOARD MODIFIED ASPHALT GRANULE - SURFACED CAP ��1 (Mechanically attach to FM1 -90 SHEET (Fully- adhere with propane -fired roofing torches.) Standard as specified.) EXISTING STEEL ROOF DECK PARADIENE 20 TG SBS POLYMER - (Examine, repair, or replace MODIFIED ASPHALT BASE SHEET where needed.) (Fully- adhere with propane -fired roofing torches.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field condition& 2. Attach top of membrane wall flashing approximately 6" O.C. 3. Refer to drawing 3 on sheet 1.2 for sheet metal profiles and dimensions. DWG DJ CHK MG SHEET CONTENTS DRIVE-UP TELLER CANOPY ROOF DETAILS ® CURB SADDLE AT TERMINATION IG T T 3 - Q J NT BAYONEO NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow pp tolerances due to field conditions. 2. All flashings shall be 24 -ga. stainless steel, 24 -ga. kynar pre - finished or 4 Lb. lead soldered 100% watertight. 3. Minimum slope shall be 1/4:12. 4. I & J are examples of typical saddle flashings. Custom saddles may be required, verify parapet -to -wall and parapet -to- parapet intersections. 5. Lap all sheet metal end laps minimum 4- inches and bed on 2 continuous thick butyl sealant. Whenever possible lap away from the prevailing winter weather 6. Provide min. 3/8" tall watertight end dams at all flashing terminations to direct water SHEET NUMBER 1.2 ROOF PERIMITER PARAPET -TO- WINDOW WALL xxx TYPICAL SHEET METAL PROFILES & NOTES SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG Copyright 0 2008 BUILDING TECHNOLOGY APPROXIMATE LOCATION OF . - 0; E0 SCREEN WALL 5 &6/25.': cuRe. ; SCALE: 3/32" =1' -0" BACKGROUND DRAWING IS EXCERPTED FROM 'AS-BUILT' DRAWINGS DATED SEPTEMBER 18, 1989 E)4TENT OF CURTAIN WA L SILL RETROFIT - EXTENT EXTENT OF I CURTAIN WALL SILL RETROFIT nee± f ? a? F<• w1 :: :�i�.'•: } Zv ir:? Y•v . JrV: :l:il. J:ti {{•. ti:V.M1•J:y.• i �,t• r��'.ti :tit � f {• .J;•,::�:i::.:,;::.s, ,., «+c:Sy;u.:Y:.. .Y..Y3: ?�;.:• i:'3 i : .- . r :V.VJ::: V.KY:•.Y. fN. A ! ,... . n.. Sn. i � :yt:: •J•A J.l :': A• :ti•:V . J. N , •Jrr •Y. n.. ... •: r•: ND FLOOR DECK •A . A•r Y•'A•.• :': . ,Yr:{ J :A ti : '.tir• J '� h .lti4{{ • :V sm� ?: M1 ..� . wi$.n•.• �.•� ,.Sl. ti:3:•: %::} Y• 'tip' 4 •,!•. SECOND FLOOR PLAZ SCAL:.3 /32" = 1.'. -0" _... - ............ __.. DRAIN LOCATIONS ARE APPROXIMATE. FIELD VERIFY. & ROOF PLAN - EXTENT OF CURTAIN WALL SILL RETROFIT NORTH PIPE 1 A L• 15' -0" B 15' -0" C P 15' -0" D 15'•0" F 15' -0" _.... . — f H �J V 15' -0" K L 15' -0" 15' -0" EXISTING ENTRY CANOPY AT SECOND FLOOR LINE NO WORK THIS AREA M N 15' -0" Y E I 15' -0" SCALE: 3/32" = 15' -0" i Q E 15'-0" R 15 S . __■ ® �® �I®® 1�I® �����®® Ir/ s► �#® ���% ® ®IG.�I"1�11���1 ®����"'i® ® ® ® ®I� - 23 II111 ® ®� ®I 1��®1 ®i1® ®U III %®"`II\�AIIU1�U� ® ®�� �11��1�1 ��I�����ll������o�°`I��� TVP 6 1®® .2 2 : ? ;.= ------ :a ------- • - J_ ..._m. . _ - . . I _ II k1 _ 1 1,i l �i Ii i 1 BACKGROUND DRAWING IS EXCERPTED FROM 'AS- BUILT' DRAWINGS DATED SEPTEMBER 18, 1989 w WINDOW WALL SOUTH EXTERIOR ELEVATION -. _ ._. I _ U 0 rn 4 0 U, 0 ro R U) 0 U, 0 U) r 0 U, :.J: • } r. • fA1•J .:+» J� 4•M1 • r. • 4•fvr •J!r v. .OY•Y.• {2:: • :AAJ. •JA ..L wir — i --------- •'�f.;• J i ✓: ::G { ::5:r'r': :.\ Sit W ......._.._�...• ti .::5i1 yJ.; %;i %:fVt S •r. a YW • .T • ~� {•:1i7t�i w , ......... �s t I +6c t•' � t:••:' « ~': ?' A • .. .t . ,. - - _I.. }} t JSti � :5 I _ .. . _ .................... $_ =,=—.—= .... == : IU1I1Ei ,. :. ?.ti• ....r::•' 3•l ._ .-. N EXTEN WALL SIL OF CURTAIN ... RETROFIT . ........ <8> SHEET 2.1 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 2.1.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 2.1.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 2.1.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 2.1.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 2.1,E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 2.1.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 2.1.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building, 01500 Temporary Facilities and Controls 2.1.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 2.1 .1 Refer to project manual for substitutions and product options. 01730 Execution 2.1.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 2.1.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 2.1.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 2.1.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 2.1.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 2.1.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 2.1.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 2.1.Q Refer to project manual and drawings for installation of sheetmetai appurtenant to roofing and waterproofing work. 07920 Joint Sealants 2.1.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 2.1,S Referto project manual and drawings for repair of portiant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 2.1.T Refer • roject manual and drawings for pgte. ng of repaired portland cement stucco cIT RE EIVED YOI�T KtMLA AUG 27 1008 PERMIT CENTER to3L1_1 9 BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 - 405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info @bet - r.com DWG DJ CHK MG BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE SHEET CONTENTS SECOND FLOOR ROOF &PLAZA PLAN & WINDOW WALL ELEVATIONS 2.1 STAMP PROJECT TITLE DRAWING NOTES SHEET NUMBER CONTINUOUS 20 GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" 0.C..) ,”,•-‘• 4 NEW HIGH-TEMPERATURE RESISTANT A Al‘'' SELF MEMBRANE 3 filt„ s „4„..• ''' 4 , 3. •,;.- ' 0, 4, ' ASPHALTIC PROTECTION BOARD, AND PEDESTAL REUSE EXISTING PAVERS SHEET 2.2 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY ENVELOPE & RESEARCH These Drawings are Manual; complete all Project Manual. See complete specification. 01010 Summary 2.2.A Tear-off and install roofing on the drive floor north roof area, penthouse roofs. 2.2.B Tear-off and install waterproofing on through 6th floors 2.2.0 Repair and coat ll stucco wa S. 01070 Abbreviations and 22.D Refer to project definitions. 01220 Unit Prices 2.2.E Refer to project concrete deck repair 01260 Contract Modification 22.F Refer to project modification procedures. 01455 General Safety 2.2.G Refer to project procedures including intake to prevent fumes and dust into 01500 Temporary Facilities 2.2.H Refer to project support facilities, protection facilities, construction fence temporary weather 01630 Substitutions and 2.2.1 Refer to project product options. 01730 Execution 2.2.J Refer to project installation of products, owner, progress and adjusting, protection f correclion o work, 01741 Waterproofing Guarantee 22.K Refer to project waterproofing contractor's 01742 Roofing Contractor's 2. . L Refer to project 2 contractor's special 02070 Selective Demolition 2.2.M Refer to project extent of tear-off waterproofing and 03013 Repair of Cast-In-Place 2.2.N Refer to project cracks, replacement and reinforcement plaza decks and 07100 SBS Polymer Modified Deck Waterproofing 2.2.0 Refer to project installation of sbs systems at the 2nd through 6th floors 07552 S I3S Polymer 2.2.P Refer to project installation of sbs systems at the drive-up floor north roof, penthouse roofs. 07620 Sheet Metal Flashing 2.2.Q Refer to project installation of sheetmetal roofing and waterproofing 07920 Joint Sealants 22.R Refer to project joint sealant work waterproofing work, 09240 Portland Cement 22.8 Refer to project repair of portlant penthouse and screen 09911 Exterior Painting 22.T Refer to project painting of repaired 4 „ \ .- 01* 0 At, ... ,.. a' ‘41( C.N a part of the Project work according to the Project Manual for sbs modified asphalt tellers canopy, 2nd upper main roof and sbs modified asphalt 2nd floor plaza and 3rd terraces. penthouse and screen Definitions manual for abbreviations and manual for unit prices for and steel deck repair. Procedures manual for contract Procedures manual for general safety filtering of building air infiltration of vapors, odors, the building. and Controls manual for temporary utilities, security facilities, and including temporary at staging area and protection . Product Options manual for substitutions and manual for general coordination with and final cleaning, starting of installed work, an d Contractor's Special closeout. manual for terms of special guarantee. Special Guarantee manual for terms of roofing guarantee. manual and drawings for of existing roofing, appurtenant systems. Concrete manual for epoxy injected of cast-in-place concrete at concrete roof decks, terrace decks. Asphalt Terrace manual and drawings for modified waterproofing floor plaza deck and 3rd terrace decks Modified Asphalt Roofing manual and drawings for modified asphalt rooifng tellers canopy, 2nd upper main roof and and Trim manual and drawings for appurtenant to work. manual and drawings for appurtenant to roofing and and Plastering manual and drawings for cement stucco plaster walls. manual and drawings for portland cement stucco -KIN120081A ‘ CITYARU8:F2'Em--;M PERMIT CENTER AND PAVERS NOT SHOWN FOR CLARITY REINFORCING FLASHING SQUARE -- 4 LB. FLASHING PLIES (Install (Prime both sides Terebase TG membrane flashing asphalt roof cement ply, and feather 6" minimum.) lead flashing into A ''''" r , , , k.- , w ..- .> , ,, - .,..,, . :.,, '' ,›, ',# n. -<, •*: ' ,-4,..41:-.„, , -,-, '''' '' -0. , - ,.&., -V , - -- • ,,,,. ,„...... vi x..... ' • " , t , *1 11101/0101/AWAVAILIMIt •,,, .., -, ,..,. N 4. -- MINIMUM 30" SHEET LEAD FLASHING and set in bed of specified on finished plies. Tum drain bowl 1" min.) NEW CAST IRON DRAIN STRAINER r. , SIPLAST TERANAP SBS g. POLYMER SURFACING ..,.., SHEET (Fully-adhere with propane-fired , 4 roofing torches to primed substrate. , * ' Side laps 0'-6" min. and end laps 0'-6" , min. Offset end laps a mi n. of 3'-0".) 4 Ab •:.', 0 1 ,,, EXISTING DRAIN CLAMPING RING - (Replace wi new as , .., A necessary.) ?..,..' ,..„ ,.›., ,. ,, ,,,. , '41 #, 6 .<$. :,:q k',/, ,'.,,:? --:-- ,,4 44 .4 ‘ V , ? • SLOPE TOP OF PARAPET WALL AS NEEDED TO PLAZA (i.e., bevel cedar siding, nail or screw to wood nailer.) -- NEW 24 SHEET METAL KYNAR PRE . STANDING SEAM COPING • NEW HIGH-TEMPERATURE , d RESISTANT SELF EXTERIOR VIEW MEMBRANE SLOPE TOP OF NEEDED TO PLAZA siding, nail or screw EXISTING WOOD EXISTING ARCHITECTURAL PRE-CAST CONCRETE SPANDREL EXISTING CONCRETE PARAPET PERAPRO PMMA RESIN BASED REINFORCED WATERPROOFING MEMBRANE FLASHING PRO-PRI (Install manufacturer' ications specif.) SIPLAST PA 1125 (Allow primer to POLYMER (Fully-adhere primed substrate. laps OW PARAPET (IA., bevel to wood NAILER , WALL MER per PRIMER dry thoroughly.) SIPLAST with propane-fired Side min. Offset Notes: 1. Dimensions reasonable 2. Attach 3. Refer to WALL nailer.) . *. 4 • • ' laps end top Drawing AS cedar , TERABASE laps shown tolerances of .. BASE roofing 0' a membrane 4 . • • 8" -1, min. min. are 3 on . MIN . TG SHEET torches and of 3 minimums due wall Sheet ) 1 1 i ; - SBS to end to flashing 1.2 '3 '<=4, ' '#. X (*Ili < • . , < .•Z'4 ' \ '- and field conditions. for HEX HEAD,HIGH DOME, EPDM GASKETED SELF SCREWS (Fasten at 18" 0.C.) ' 4 ' 40 ' ># 0 * EXISTING SHEET METAL PANEL , , s -,k„<. ,4* t - CLADDING SYSTEM (Carefully trim , base of panels to facilitatePMMA - h 4i1 waterproofing installation.) • ' <. -, - NEW 24-GA. KYNAR ....<0 f‘ PRE-FINISHED SHEET METAL A BASE OF WALL RECIEVER FLASHING (Perforated for proper drainage. See Detail 3-D / 12.) NEW 24-GA. KYNAR PRE-FINISHED SHEET METAL COUNTER FLASHING 16" 0 C (Mechanically attach @ .. with stainless steel stitch screws. See Detail 3-E / 1.2.) 10 REUSE EXISTING PAVERS '*44- ,..._.__.<----- (Install over new pedestal and _ ,....0, shim system as needed to provide . ‘,...24, a leveled walking surface ) ,,'" `4.---.# 4604444400. 2-LAYERS OF lir e .k t trV, 8" MIN N ASPHALTIC . PROTECTIO BARD O otv ?', , WITH ALL JOINTS ,<, v, ,.,:, .:, STAGGERED 50% (Loose laid.) h‘' SIPLAST TERANAP SBS POLYMER SURFACING SHEET (Fully with propane roofing torches in to base sheet Side laps 0 m. and end laps 0 min. Offset end laps a min. of 31-0") EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate Project secifications) per p . are intended to be approximate to allow for approximately 6" O.C. sheet metal profiles and dimensions. PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Flo eattle, or, SWA 98106 Contact: Mark Guy Phone: 206-405-3455 Fax: 206-405-3458 Web Site vvww.bet-r.corn Email: info@bet-r.com NEW PEDESTAL AND SHIM SYSTEM AS NEEDED TO PROVIDE A LEVEL SURFAth WALKING CE 20 DUROMETER NEOPRENE . ACOUSTICAL PAD . 2-LAYERS OF 1/8" ASPHALTIC 1 PROTECTION BOARD WITH ALL JOINTS , -....0 STAGGERED 50% (Loose laid.) SIPLAST TERANAP SBS POLYMER ,,,, *-- ,<< ,, -; - f . . • , . . < . . 0 ' • z 4 4. , ,,,.., 1 .4 , t . ...< ,,-..:.-- . , ..., ..'' ,,..< ..., - :::- ‘.... \ 7r.r.,:,,,,A,-;,--..,..,,,,... ,,,, 1PAraff STAMP SURFACING SHEET (Fully with propane roofing torches. Side laps cy-4.' min. and end laps OW min. Offset end laps a min. of 3' .) , „ SIPLAST TERABASE TG SBS . ..,.. . ‘,. - 4,..-• <,,,.<.„ 4 , POLYMER BASE SHEET ,,.,, ... ly ,., (Fully adhere with propane roofing torches -4 ,,,# to primed substrate. Side laps 0' mm n. and end ,,, laps 0' min. Offset end laps a min. of 3' SIPLAST PA PRIMER • • . /------ !.. #...• . EXISTING CONCRETE ROOF DECK OVER ' 4 STEEL DECKING (Prepare concrete substrate per Project specifications.) EXISTING UNDER DECK CLAMP CLAMPING RING BOLTS (Tighten in sequence to evenly compress plies and flashing to form watertight gasket at drain flange-to-clamping ring interface.) . • • . .4 AI\ . • . 4- / IN 4 Alp .....‘el / SIPLAST TERABASE TG SBS POLYMER MODIFIED BASE SHEET (Fully-adhere with propane-fired roofing torches to primed (Siplast PA primer) concrete substrate.) y . (Allow primer to drthoroughly ) ' 4 . . . . • . 4 • • .. LAYERS EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate per Project specifications ) . ARE SHOWN PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION EXISTING DRAIN BOWL EXISTING DRAIN BOWL RECEIVER/ BEARING (Refinish as specified.) PLATE °Will with strips of cut basesheet, as necessary to provide smooth transition of drainage plain.) Notes: I. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to existing field conditions. 2. Membrane plies, lead flashing, and flashing plies extend under clamping ring and are feathered at perimeter terminations as illustrated. "4eP SEPARATED FOR CLARITY EXISTING BELOW DECK FOIL- FACED FIBERGLASS INSULATION TO REMAIN (Not shown. ) FR E ROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila WA 98168 SIPLAST TERANAP SYSTEM ASSEMBLY DIAGRAM -- PLAZA PLAZA DRAIN 3 PLAZA DECK PARAPET WALL RETROFIT & FLASHING SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG 4. , 4 1 Av: „, .,,,,,, 1 ' „, , Mk i NEW 3-DIMENSIONAL PMMA FLASHING AT PARAPET TO TERSEC INTION - CONTRACTOR VERIFY FLASHING WITH (Provide 100% watertight saddle installation. Turn saddle onto min ., onto parapet 6" min., and 4" down sheet metal panel aggered NEW 24-GA SHEET METAL STANDING SEAM COPING HEX HEAD,HIGH DOME, SELF-TAPPING SCREWS SADDLE 1NINDOW WALL TO FIELD CONSULTANT prior to coping window mullion 1" KYNAR PRE-FINISHED EPDM GASKETED (Fasten at 18 " 0.C.) ASPHALTIC PROTECTION BOARD AND PEDESTAL SIPLAST TERANAP SBS POLYMER-MODIFIED DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. SURFACING SHEET (Fully-adhere with propane roofing torches. Side laps 0'-4" min. and end laps 0'-6" min. Offset end laps a min. of 3'-0".) SIPLAST TERABASE TG SBS AND PAVERS NOT SHOWN FOR CLARITY ASPHALTIC PROTECTION 1/8 BOARD (All joints staggered 50%. BASE SHEET Loose laid.) (Fully -adhere with propane-fired roofing torches to primed substrate. Side laps 0'-3" min. and end FLASHING PLIES (Install Terebase T O membrane flashing I ply, and feather 6" minimum.) l'%,. .,-.- 0 ' ' .'s a =, % ,.,.. < fl MASTIC (Apply below cap and flashing ply adjacent drain 100% watertight.) -,?.. :,. ...,,, ,, .,,, „:„.„, .0 %;...,`p ' k; -A,'Z.: ',.'Y :ie.- ,,,,,„--- , ,,,,, . , sirfartawriarnmsasri, 3,, k i . ›•-•' 0,, PARAPRO PMMA RESIN-BASED REINFORCED FLASHING to MEM BRANE (Tum lead flashing into drain bowl 1" min.) SIPLAST TERANAP SBS POLYMER MODIFIED SURFACING SHEET (Fully-adhere with propane-fired ,..,.. roofing torches to primed substrate. '' ' ',- Side laps 0'-6" min. and end laps 0 min. Offset end laps a min. of 3'-0".) , ;:n. , .4 EXISTING DRAIN :, ..,? CLAMPING RING -.., (Replace with new as ,. , , , , necessary.) 1 4 \ A. ,...< , X' fA ,.., 1 ,*:: W.. 1/8 ASPHALTIC PROTECTION la 0 min. Offset end laps a min. of 3'-0".) 50%. Loose laid.) EXISTING CONCRETE ROOF (Prepare concrete substrate Project specifications.) ' ..,,, -A :., :4 >:' - e's5k ••• 4 ' A., , 1 ,,, .,., 4 ''"''''" ''' 37 , ,K >,,, DECK per ". 110 EXISTING GLAZING UNIT (To remain in place.) BACKER ROD AND SEALANT JOINT (Tooled neatly and carefully 100% watertight. Install lie weep tubes at 24" C.C..) NEW 24-GA. SHEET METAL KYNAR PRE-FINISHED SILL FLASHING PARAPRO PMMA RESIN-BASED REINFORCED WATERPROOFING MEIVIBRANE FLASHING PRO-PRIMER (Install per manufacturer's specifications.) . • :, EXISTING CONCRETE SILL (Prepare concrete substrate per Project specifications.) EXISTING CONCRETE OVER STEEL DECKING substrate per Project REUSE EXISTING pedestal provide es: Not Dimensions shown 1 reasonable tolerances 2. Attach top of membrane 3. Refer to Drawing I ') 40 , ROOF (Prepare concrete specifications) PAVERS and shim system a leveled are minimums due wall 3 on Sheet /' .'' II III '.' , , • ,, .... (,10.0,) ..›, „ .s ph. DECK (Install over new as needed to walking surface.) SIPLAST (Allow and are intended to be approximate to field conditions. flashing approximately 6" O.C. 1.2 for sheet metal profiles and dimensions. 4 ,, , , a ..$ ,. k. k >, . k.....29 s g_40. lo • :5›, ,,...%,. 4 ,'' "'.' .;. ' 4r. SIPLAST SURFACING roofing torches end laps SIPLAST TERABASE TG SHEET (Fully-adhere torches to primed substrate. end laps 0%6" min. Offset PA-1125 PRIMER primer to dry thoroughly.) to allow for EXISTING SYSTEM facilitatePMMA CONTINUOUS (Engage 1 ■ 1 1\ i I I IV I ,,,; TERANAP SHEET to base 0 min. SBS POLYMER-MODIFIED with propane-fired Side laps end laps a SHEET (Carefully NEW SELF-ADHERING ei 8" SBS (Fully-adhere sheet. Offset 0%3" min. waterproofing min. HIGH-TEMPERATURE c MIN. 2-LAYERS PROTECTION JOINTS POLYMER-MODIFIED end min. of 3'4%) METAL PANEL CLADDING trim base of panels to installation.) 20-GA CLEAT 3fiv & fasten 1r 0.C. max..) MEMBRANE SLOPE TOP OF PARAPET WALL AS NEEDED TO PLAZA (i.e., bevel cedar siding, nail or screw to wood nailer.) !STING WOOD NAILER NEW 24-GA. KYNAR PRE-FINISHED SHEET SHEET METAL BASE OF WALL RECIEVER FLASHING (Perforated for proper drainage. NEW 24-GA. KYNAR PRE-FINISHED SHEET SHEET METAL COUNTER FLASHING (Mechanically attach © 16" 0.C. with stainless steel stitch screws. PRO-PRIMER (install per manufacturer's specifications.) EXISTING CONCRETE PARAPET WALL PERAPRO PMMA RESIN-BASED REINFORCED WATERPROOFING MEMBRANE FLASHING OF 1/8" ASPHALTIC BOARD VVITH ALL STAGGERED 50% (Loose laid.) with propane-fired '-4 Side laps 0" min. and laps a min. roofing and 1,, 10 ,,,, LYMER-MODIFIED ," ,„ ,q O. .' „ ,,. , 1 4/A , ...s... Ag. ".7 ... „, w , w..,... , . . . . P i i • 0.° - .0 , ., • . ' .1 . .* ,. ,.., y, 0 „ 0.. ,:. -k.• , 7 Al . .';;... 0° ‘ ,rivi f ' I , CONSTRUCTION ISSUE 08-22-08 BID SET 06-12-08 95% PROGRESS SET 05-23-08 ',,, .> v 4g, j •; <„ .: v g '''' 4 0 < .,-* ,,,..- , ...1. , ,,,,.., 4.0:v 9..' 4 , , ,,,,. .% 50% PROGRESS SET 03-1 8-08 ISSUE/REVISION DATE )k - EXISTING CONCRETE ROOF DECK OVER'- p i STEEL DECKING (Preare concrete substrate per Project specifications.) EXISTING UNDER DECK CLAMP , 1 CLAMPING RING BOLTS (Tighten in sequence to evenly compress plies and flashing to form watertight gasket at drain flange-to-clamping ring interface.) 1 EXISTING DRAIN BOWL ' , , . 4.' Air . , ...,,.. . ' / SIPLAST TERABASE TG SBS POLYMER- MODIFIED BASE SHEET (Fully-adhere with propane-fired roofing torch to primed concrete substrate.) DWG DJ CHK MG SHEET CONTENTS SECOND FLOOR PLAZA DECK DETAILS 4 4 , or ,,,,,,),.*• ,.. „ , r 4 - 4 , : A ' ' 1 4.' ‘,... v ‘s. ., v EXISTING DRAIN BOWL RECEIVER/ BEARING (Refinish as specified.) PLATE ) (lnfill with strips of cut basesheet, as necessary to provide smooth transition of drainage plain.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to existing field conditions. 2. Membrane plies, lead flashing, and flashing plies extend under clamping ring and are feathered at perimeter terminations as illustrated. . ‘,.>% 64t,/,,, - $' * <,. ' .,..?.., 7 , ..;;:. 0 4.,. z , a NOTE: PEDASTAL AND PAVER SYSTEM SIPLAST PA-1125 PRIMER SHEET NUMBER 2.2 NOT DEPICTED FOR CLARITY (Allow primer to dry thoroughly.) SIPLAST TERANAP SYSTEM SPECIFICATION PLATE -- PLAZA PMMA RESIN-BASED REINFORCED DRAIN FLASHING - ALT. PLAZA DECK PARAPET-TO-WINDOW WALL SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG U Copyright 02008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH SCALE : N.T.S. SCALE : N.T.S. DRWG : DJ DRWG : DJ APPROVED : MG APPROVED : MG SLOPE TOP OF PARAPET WALL AS NEEDED, (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING WOOD NAILER EXISTING ARCHITECTURAL PRE -CAST CONCRETE SPANDREL EXISTING WOOD FURRING EXISTING CONCRETE PARAPET WALL NEW 24 GA. KYNAR PRE - FINISHED SHEET METAL BASE OF WALL RECIEVER FLASHING (Perforated for proper drainage. See 3 -D / 1.2.) NEW 24 GA. KYNAR PRE- FINISHED SHEET METAL COUNTER FLASHING (Mechanically attach with stainless steel stitch screws 16" O.C.. See 3 -E / 1.2.) EXISTING SHEET METAL PANEL CLADDING SYSTEM (Carefully trim base of panels to facilitate PMMA waterproofing installation.) NEW HIGH - TEMPERATURE SELF- ADHERING MEMBRANE PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING 2- LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD WITH ALL JOINTS STAGGERED 50% (Loose laid.) NEW 24 -GA SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING (Engage with continuous 20 -Ga cleat at outside of wall as specified.) REUSE EXISTING PAVERS (Install over new pedestal and shim system as needed to provide a leveled walking surface.) 2- LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD WITH ALL JOINTS STAGGERED 50% (Loose laid.) SIPLAST TERANAP SBS POLYMER - MODIFIED SURFACING SHEET (Fully- adhere with propane roofing torch to base sheet. Side laps 0'4" min. and end laps 0'-6" min. Offset end laps a min. of 3' -0".) SIPLAST TERABASE TO SBS POLYMER- MODIFIED BASE SHEET (Fully- adhere with propane -fired roofing torch to primed substrate. Side laps 0' -3" min. and end laps 0'-6" min. Offset end laps a min. of 3' -0 ".) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. 3" MIN. FIELD VERIFY SIPLAST TERANAP SBS POLYMER - MODIFIED SURFACING SHEET (Fully- adhere with propane roofing torch to base sheet. Side laps 0 mina and end laps 0' -8" min, Offset end laps a min. of 3' -0 ".) SIPLAST TERABASE TG SBS — POLYMER-MODIFIED BASE SHEET (Fully- adhere with propane-fired roofing torch to primed substrate. Side laps 0' -3 min. and end laps 0'-8" min. Offset end laps a min. of 3' -0 ".) PLAZA DECK WATERPROOFING AT STAIR LANDING SCALE : N.T.S. 4" MIN. 0 24 GA. STAINLESS STEEL SADDLE 4" MIN. 4 A FLASHING -- REFERENCE 3 -M / 1.2 EXISTING GLAZING UNIT NOT SHOWN FOR CLARITY h /2" MIN. DRWG : DJ APPROVED : MG PRO - PRIMER (Install per manufacturer's specifications.) EXISTING CONCRETE ROOF DECK 0 STEEL DECKING (Prepare concrete su per Project specifications.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. TWO BEADS OF PROJECT - APPROVED NON - SKINNING BUTYL SEALANT EXISTING CURTAIN WALL ATTACHMENT SUPPORT COLUMN (To remain in place.) NEW 24 -GA STAINLESS STEEL SHEET METAL SADDLE FLASHING (See Detail 4 -A for dimensions.) NEW 24 -GA SHEET METAL KYNAR PRE - FINISHED SILL FLASHING (Join opposing sill flashing with bayonet joint at center of saddle flashing. See 3 -Q on sheet 1.2. Bed against saddle flashing in two thick beads of non - skinning butyl sealant as depicted.) PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING PRO - PRIMER (Install per manufacturer's specifications.) PEDESTAL AND PAVER TRAFFIC SYSTEM NOT SHOWN FOR CLARITY EXISTING CONCRETE SILL (Prepare concrete substrate per Project specifications.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate per Project specifications.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) PARAPRO PMMA REINFORCED RESIN -BASED WATERPROOFING MEMBRANE WI QUARTZ TRAFFIC FINISH (Extend membrane to base of concrete parapet wall and top to termination of landing at stair.) SADDLE FLASHING AT CURTAIN WALL ATTACHMENT CLEAT SCALE : N.T.S. DRWG : DJ APPROVED MG EXTEND TERAPRO OVER TOP OF CONCRETE AND UNDER ALUMINUM RAIL SCHEMATIC SECTION LAYERS SEPARATED & EXPANDED FOR CLARITY LOCATION OF BACKDAM, VER - CLEARANCE, BEHIND GLAZING DRAINAGE PLANE BACKER ROD & SEALANT W/ 1/4" WEEP TUBES @ 24" O.C. REUSE EXISTING PAVERS (Install over new pedestal and shim system as needed to provide a leveled walking surface.) 2- LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD WITH ALL JOINTS STAGGERED 50% (Loose laid.) SIPLAST TERANAP SBS POLYMER- MODIFIED SURFACING SHEET (Fully- adhere with propane roofing torch to base sheet. Side laps 0'4" min. and end laps 0' -6" min. Offset end laps a min. of 3' -0".) SIPLAST TERABASE TG SBS POLYMER - MODIFIED BASE SHEET (Fully- adhere with propane -fired roofing torch to primed substrate. Side laps 0'4" min. and end laps 0' -6" min. Offset end laps a min. of 3' -0 ".) EXISTING GLAZING UNIT (To remain in place.) BACKER ROD AND SEALANT JOINT (Tooled neatly and carefully 100% watertight. Install 1/4" weep tubes at 24" O.C.) REUSE EXISTING PAVERS (Install over new pedestal and shim system as needed to provide a leveled walking surface.) 2- LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD WITH ALL JOINTS STAGGERED 50% (Loose laid.) SIPLAST TERANAP SBS POLYMER - MODIFIED SURFACING SHEET (Fully- adhere with propane roofing torch to base sheet. Side laps 0' -3" min. and end laps 0' -6" min. Offset end laps a min. of 3' -0 ".) SCALE N.T.S. SCALE : N.T.S. EXISTING GLAZING UNIT (To remain in place.) EXISTING ALUMINUM FRAME (To remain in place.) DRWG : DJ BACKER ROD AND SEALANT JOINT (Tooled neatly and carefully 100% watertight. Install 1/4" weep tubes at 24" O.C.) DRWG : DJ NEW 24 -GA SHEET METAL KYNAR PRE- FINISHED SILL FLASHING (With watertight sealed joints, soldered end dams, and weather -tight back dam.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING EXISTING CONCRETE SILL (Prepare concrete substrate per Project specifications.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate per Project specifications.) APPROVED : MG PRO - PRIMER (Install per manufacturers specifications.) PLAZA DECK WATERPROOFING AT WINDOW WALL SILL EXISTING DOOR JAMB (To remain in place.) NEW 24 -GA SHEET METAL KYNAR PRE- FINISHED SILL FLASHING EXISTING ALUMINUM THRESHOLD (Carefully remove and store. Reinstall and set in 3 continuous heavy beads of non - skinning butyl sealant.) NEW 24 -GA. STAINLESS STEEL L -METAL (Apply Parapro to extend up L -metal and door jambs to form 100% watertight back and end dams. Mechanically attach as specified.) 1/2" MIN. IN. PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE FLASHING PRO - PRIMER (Install per manufacturers specifications.) EXISTING CONCRETE THRESHOLD (Prepare concrete substrate per specifications.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate per Project specifications.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) SIPLAST TERABASE TG SBS POLYMER- MODIFIED BASE SHEET (Fully- adhere with propane -fired roofing torch to primed substrate. Side laps 0' -3" min. and end laps 0' -6" min. Offset end laps a min. of 3' -0 ".) PLAZA DECK WATERPROOFING AT DOOR THRESHOLD APPROVED : MG SHEET 2.3 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 2.3.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 2.3.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 2.3.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 2.3.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 2.3.E Refer to project manual for unit prices for . concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 2.3.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 2.3.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 2.3.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 2.3.1 Refer to project manual for substitutions and product options. 01730 Execution 2.3.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 2.3,K Refer to project manual for terms of waterproofing contractors special guarantee. 01742 Roofing Contractor's Special Guarantee 2.3.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 2.3.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 2.3.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 2.3.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 2.3.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 2.3.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 2.3.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 2.3.S Refer to project manual and drawings for repair of portiant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 2.3.T Refer to project manual and drawings for painting of repaired portland cement stucco OFP-110 RECEIVED CITY OF TUKWLA AUG 2'7 PERMIT CENTER BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 - 405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info @bet -r.com DWG DJ CHK MG 2.3 STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE SHEET CONTENTS SECOND FLOOR PLAZA DECK CURTAIN WALL SILL FLASHING SHEET NUMBER Copyright 02008 BUILDING ENVELOPETECHNOLOG PARADIENE 20 TG MEMBRANE FLASHING PLY (Feather ply 6" minimum. Turn into 'drain bowl 1" min) . „ -.., ...., ,.,. 4 , , %, - k" - .‘,. ,-,,, ^'` /,'", .%.:,, <, .% ■ 4 Ph . , „ ' . . . . , . . ‹. ' REINFORCING 30" FLASHING bed finished 1" / l. SQUARE of specified plies. min.) ,,,,,,, ,, - .$,. ,- ,.Vr ..,, 4 ..-- 0••••• , . , • -- (Prime Turn .,,,, ",.., m, ‘'• 1‘. ..,...-.., ,, i',,,; •41.1111//111/f1IliffitbariAILIO - • FLASHING 4 LB. SHEET both asphalt lead , A ,-; .= <.4 ., .4 „, , "C '. -'.. '' Ar $<,.4. NEW CAST IRON DRAIN STRAINER -- MINIMUM LEAD PARADIENE 30 FR TG SBS POLYMER- sides and set In MODIFIED ASPHALT GRANULE- roof cement on SURFACED CAP SHEET (Fully-adhere into drain bowl with propane-fired roofing torches Turn into drain bowl 1" min.) EXISTING DRAIN CLAMPING RING ,,; ., (Replace with new as necessary.) -4 .>,. PARADIENE 20 TS SBS .4 , - tt, POLYMER- ,., ') J °. '; MODIFIED ASPHALT BASE ' '..?/ - ., . ' SHEET (Fully-adhere with A ,?'. , , #.,, a propane-fired roofing torches.) , , I -,, — ,,, % 4.*'<f *4 4 w c „, . „ , .,,,,,, '- ,5 T i '' ''' 4 fr , ',, - 't, ,-,;;`- , ‘, : , v., , c. ... ;'■' K'' '' Z '`, „. „ A ,,„. ' X' f JA 111°° r Ai r ....--,-..-,,r-''!"°77777, , ...„.., • ,..." . , ... .. „ ,......: . . „ , r17/ / * 1 1 4. d . .., PARADIENE 30 FR TG SBS POLYMER- SHEET 2 4 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY 4 01 & II SII ENVELOPE & RESEARCH These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 2A.A Tear-off and install sbs modified asphalt roofing on the drive-up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 2.4.B Tear-off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces . 2.4.0 Repair and coat penthouse and screen stucco walls . 01070 Abbreviations and Definitions 2A.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 2.4.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 2.4.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 2.4.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 2.4.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 2.4.1 Refer to project manual for substitutions and product options. 01730 Execution 2.4.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01 741 Waterroofin pg Contractor's Special Guarantee 2.4.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 2.4.L Refer to project manual for terms of roofing contractor's • special guarantee. 02070 Selective Demolition 2.4.M Refer to project manual and drawings for extent of tear-off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast-In-Place Concrete 2.4.N Refer to project manual for epoxy injected cracks, replacement of cast-in-place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Deck Modified Asphalt Terrace 2.4.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 2.4,P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 2.4.0 Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 2.4.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 2.4.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 2A.T Refer to project manual and drawings for painting of repaired portland cement stucco -s t. \ 6 0° CIO .... Pe. t. 0 4 "J se 0 RECEIVED CITY OF TU KVVILA AUG 2 7 2008 PERMIT CENTER amot, 411111 I (0 STAINLESS STEEL CAPPED, EPDM EXISTING VENT HOOD GASKETED SELF TAPPING NEW 24-GA. KYNAR SCREWS (Install as Specified.) PRE-FINISHED GALVALUM SHEET STEEL PARADIENE 20 TG SBS - POLYMER MODIFIED BASE FLASHING (Fully adhere with propane-fired roofing detail torch. Extend onto field of roof beyond toe of as shown.) ' COUNTERFLASHING SKIRT (Only as needed to overlap nails by 4" min.) PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 Fax: 206-405-3458 Web Site: www.becom Email: info@bet PARADIENE 40 FR TG SBS POLYMER-MODIFIED ASPHALT GRANULE-SURFACED MEMBRANE BASE FLASHING EXISTING CONCRETE MECHANICAL CURB (Prepare per project specifications.) SIPLAST PA-1125 PRIMER (Allow primer to dry thoroughly.) NEW WOOD CANT (Mechanically attach as specified.) # ''''.\ EXISTING CONCRETE DECK OVER DECKING (Prepare concrete roof deck per specifications. Existing deck insulation not I I 1 ' 0 ROOF STEEL Project below shown.) ••■ ., 4 . #1011Pik \ '#1 ,, -,-,, ,.. s , , ....0 - 0 A A / ''VW ' MI. -NP-- 6 , - w, ,,,„, '*,, %.4 K* VA ,, - 1 x ,- , ' e. .. (Fully-adhere with 0 propane-fired roofing detail torch. Fasten along top at 6” O.C. , extend onto field of to, roof beyond toe of cant 6" min. ) , 4' ..,. , ..,- 'AY - - ' , q* % , ,,,,,, .,,, , ,„% '. ' * At, ' k - -5. ,,, V* vs . ,.. td :.;,,,, ,. - e - 0.- •> -,,, .. , 4/ ' A PARADIENE 30 FR TG SBS - , , POLYMER- MODIFIED ASPHALT ' •,,:, GRANULE- SURFACED CAP s A SHEET (Extend above head of cant , 4" min. Fully-adhere with . propane-fired roofing torches to ) PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT INTERPLY (Extend above head of cant 2" min. Fully-adhere with propane-fired roofing torches.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT BASE SHEET (Extend to head of cant. Fully adhere with propane-fired roofing torches.) . t 4-4 MODIFIED ASPHALT GRANULE-SURFACED ,,,, A ,,; CAP SHEET (Fully-adhere with propane-fired roofing torches.) A , ,,, ,,, .,,, • .4 PARADIENE TG SBS POLYMER- > 20 MODIFIED ASPHALT INTERPLY (Fully-adhere ":'' 0. %,-.'•. with propane-fired roofing torches.) ,:e', o• ..,,. „- , ' ,., PARADIENE 20 TS SBS POLYMER- STAMP , 4 , ,.,,, MODIFIED ASPHALT BASE SHEET (Fully-adhere with propane-fired roofing torches.) SIPLAST PA PRIMER (Allow primer to dry thoroughly.) .. 4 • EXISTING CONCRETE ROOF . .. • 4 DECK OVER STEEL DECKING 4 : Project specifications ) . . . . (Prepare concrete substrate per • . •:, .• : LAYERS ARE SHOWN , 4111.- EXISTING CONCRETE ROOF DECK ' ' ,/ OVER STEEL DECKING (Prepare concrete substrate per Project specifications Prime with Siplast PA-1125 primer.) CLAMPING RING BOLTS (Tighten in sequence to evenly compress plies and flashing to form watertight gasket at drain flange-to-clamping ring interface.) la.. f . • LI . . PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT INTERPLY (Fully-adhere ro with propane-fired roofing torches.) ane- SEPARATED FOR CLARITY PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION NOTE EXISTING FOIL- • FACED FIBERGLASS BAT INSULATION UNDER ROOF DECK TO REMAIN SIPLAST PA-1125 PRIMER (Allow primer to dry thoroughly.) Notes: 1. Dimensions shown are minimums and are intended to be approximate and to allow for reasonable tolerances due to field conditions. 2. Refer to !Drawing • on Sheet 1 .2 for sheet metal profiles and dimensions. EXISTING DRAIN BOWL EXISTING DRAIN BOWL RECEIVER/ BEARING PLATE (Refinish as specified.) (Intl, with strips of cut basesheet, as necessary to Notes: provide smooth transition of drainage plain.) 1. Dimensions shown are rninimum and • are intended • to be approximate • to allow for reasonable tolerances due to existing field conditions. 2. Membrane plies, lead flashing, and flashing plies extend under clamping ring and are feathered at perimeter terminations as illustrated. REROOFING & VVATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 CURB FLASHING . ROOF DRAIN SBS SYSTEM ASSEMBLY DIAGRAM -- 2ND FLOOR ROOF SCALE : N.T.S. DRWG : DJ APPROVED MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG PARADIENE 20 TG SBS POLYMER PARADIENE PARADI ENE 20 TS SBS POLYMER-MODIFIED ASPHALT BASE SHEET (Fully-adhere with propane-fired roofing torches.) PARADIENE 20 TG SBS POLYMER-MODIFIED ASPHALT INTERPLY (Fully-adhere with propane-fired roofing torches.) DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR PARADIENE POLYMER GRANULE (Fully 30 FR TO SBS ASPHALT CAP SHEET with propane roofing ,,,, ' „4"' ''' , ,, ,, , p; V %.*f <,' .„ v .,, .,, ,, , :, .t. ,,, ,.. .5,;,:r„,, r Min. • torches.) Lap MODIFIED ASPHALT INTERPLY (Fully-adhere with propane-fired torches.) A , , A ,,, - :3 , .,,,, e. , . , , T 30 FR TG SBS POLYMER- roofing MODIFIED ASPHALT GRANULE- -...,. I SURFACED CAP SHEET (Fully-adhere , - with propane-fired roofing torches.) - .-. r LEAD CAP NOT SHOWN FOR •:,,' n .,=,,, CLARITY (See inset detail 4A for .,2,. , ,,,. - additional information.) . ,, ru' ,„ 4 ' MEMBRANE FLASHING PLY 4, .,. - ,,,.. (.,-. , 0 £, 's .- 4, , x, <., , . ,-/ (Install ,,,, Paradiene 20 TG membrane flashing ply. , Extend 6" beyond sheet lead flashing , I flange and seal to pipe, and feather each ..,,, : PS-304 SEALANT (Seal low slope roofing system at base of pipe after installation of , ..A • v ,. .. CONSTRUCTION ISSUE 08-22-08 cap sheet.) e . . # . # PIPE PENETRATION NEW 3 lb. SHEET LEAD PIPE FLASHING (Pre-manufactured soldered 100% watertight. set in bed of modified ,-- ---------- -------" Prime both sides of flashing collar flange and finished field plies asphalt roof cement on .) BID BID SET 06-12-08 • .,4 ,<; , ,.. ' .<- 4 p 6 OP ,,,, , . , 4- ,,Z - 95% PROGRESS SET 05-2308 50% PROGRESS SET 03 ISSUE/REVISION DATE ve f ..4. ; „*. ' ' %4 0 DWG D J EXISTING (Diameters Vary.) \ EXISTING CONCRETE ROOF ~ :, CHK MG v — ,‹ i'',,,404D'' z. 4 v ,.,, v. PARADIENE 20 TS SBS POLYMER- DECK (Prepare concrete MODIFIED ASPHALT BASE SHEET substrate per Project (Fully-adhere with propane-fired roofing torches.) specificat1125 primeions. Prime with Siplast SOLDERED SHEET CONTENTS SECOND FLOOR ROOF DETAILS Notes H; , : 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Set metal flashing flanges on finished field plies and strip-in before installation of surfacing cap sheet 3. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. 7 I 4A T ( -0. 0 I 0 i LEAD 0 0 / # CAP LEAD CAP SIPLAST PA-1125 PRIMER (Allow primer to dry thoroughly.) 1 1 4 0 EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete substrate per Project specifications.) SHEET NUMBER 2A ......._ SBS SYSTEM SPECIFICATION PLATE -- 2ND FLOOR ROOF PIPE PENETRATiON FLASHING j SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : U.S. DRWG : DJ 1APPROVED : MG SCALE : N.T.S. DRWG . DJ 1 APPROVED : MG Copyright 02008 BUILDING ENVELOPETECHNOLOG 16 GA, 4° Z SECTION OR 16 GA. 1 1/2' HAT SECTION ATTACH Z'S USING - T/3 TEK SCREWS TYPICAL 'FIELD CONNECTOR' PANELING PANEL SCREWS PER MFG'S RECOMMENDATIONS FOR AMOUNT AND LOCATIONS METHOD AND HARDWARE FO ATTACHMENT TO STRUCTURE DET, BY STRUCT. CALC'S BASE CAP BASE GASKET FLASHING BASE SUPPORT T/3 TEK SCREWS TYP TYPICAL 'BASE CONNECTOR° TYPICAL 'BASE CAP° TYPICAL 'BASE SUPPORT' TYPICAL ROOFSCREEN NO CANTILEVER FRAME PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT INTERPLY (Fully - adhere with propane -fired roofing torches.) ROOFSCREEN SYSTEM STAINLESS STEEL BASE SUPPORT (Secure per RoofScreen specifications and per Structural Engineer.) EXISTING CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications. Prime with Siplast PA -1125 primer.) Notes: 1. Dimensions shown are minimums and are allow for reasonable tolerances due to field 2. Set metal flashing flanges on finished field installation of surfacing cap sheet. 3. Consult RoofScreen written instructions for requirements. Install 100% watertight. Copyright ©2008 BUILDING ENVELOPE TECHNOLOGY & RESEARC If 5.00000 OR 9' ROOF MEMBRANE MAX HEIGHT ABOVE AVERAGE LEVEL OF ADJOINING GROUND ADJACENT TO BUILDING TYP FLATTEN TRIM AND PIERCE OPTIONAL END CONNECTOR OOFING ISTANCE BETWEEN BASE SUPPORTS DETERMINED BY STRUCT, CALCS CONCRETE 2.5' TUBING 11GA, OR 16GA, (TYP) BOLT ROOF DECK USING 03/8' X 5' OR 7' BOLTS TYPE 11 UBBER SEALING GASKET (OPTIONAL) ASE FLASHING ASE SUPPORT ASTEN BASE SUPPORT TO ROOF WITH THROUGH BOLT, PLATE WASHERS, LOCK WASHERS AND NUTS. QUANTITY PER MANUFACTURES RECOMMENDATIONS. PROPOSED SCREEN WALL ATTACHMENT SYSTEM ROOFSCREEN MANUFACTURER SAMPLE DETAILS SCALE : N.T.S. DRWG : PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) ROOFSCREEN SYSTEM BASE CAP (Install per RoofScreen requirements with Project - Approved watertight, gasketed fasteners.) ROOFSCREEN SYSTEM BASE intended to be approximate to conditions. plies and strip -in before Manufacturer's installation ROOFSCREEN ATTACHMENT FLASHING SCALE : N.T.S. DRWG : DJ 2) T /3'S EA SIDE, (4) TOTAL, TYP AT ALL CONNECTORS PROCKET LOCK CONNECTION 5/16' SS BOLT WITH SEALING WASHER (8) TOTAL PER BASE CAP APPROVED : MG GASKET (Install per RoofScreen requirements.) MEMBRANE FLASHING PLY (Install Paradiene 20 TG membrane flashing ply. Extend 6" beyond sheet lead flashing flange and seal to pipe.) PS -304 SEALANT (Seal low slope roofing system at base of pipe after installation of cap sheet.) ROOFSCREEN SYSTEM STAINLESS STEEL FLASHING BOOT (Prime both sides of flashing collar flange and set in bed of modified asphalt roof cement on finished field plies.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane fired roofing torches.) PROPOSED SCREEN WALL ATTACHMENT SYSTEM APPROVED : MG EXISTING GLAZING UNIT (To remain in place.) BACKER ROD AND SEALANT JOINT (Tooled neatly and carefully 100% watertight. Install 1/4" weep tubes 24" O.C.) NEW 24 -GA SHEET METAL KYNAR PRE- FINISHED SILL FLASHING MULTIPLE PLY SBS MEMBRANE ROOFING SYSTEM (See detail below for membrane roof layout.) NEW 24 -GA. SHEET METAL KYNAR PRE - FINISHED SILL FLASHING PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Extend above head of cant 4" min. Fully-adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT INTERPLY (Extend above head of cant 2" min. Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER-MODIFIED ASPHALT INTERPLY (Extend above head of cant 2" mina Fully- adhere with propane -fired roofing torches Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. 3" MIN. PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Extend above head of cant 4" min. Fully- adhere with propane -fired roofing torches.) A SECTION VIEW LAYERS ARE SEPARATED AND EXPANDED FOR CLARITY 24 GA. STAINLESS STEEL 4 -A SADDLE FLASHING — REFERENCE 3 -M / 1.2 FIELD VERIFY 4" MIN. 4" MIN. Y" WEEP TUBE (4) 24" O.C. PARAPRO PMMA REINFORCED RESIN -BASE WATERPROOFING MEMBRANE FLASHING LOCATION OF BACKDAM BEHIND GLAZING DRAINAGE PLANE ROOF -TO- CURTAIN WALL SILL SCALE : N.T.S. DRWG : DJ 4 .2" MIN. Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. SCALE : N.T.S. EXISTING GLAZING UNIT & ALUMINUM RAIL (To remain in place.) BACKER ROD AND SEALANT JOINT (Tooled neatly and carefully 100% watertight. Install 1/4" weep tubes 24" O.C.) PARAPRO PMMA REINFORCED RESIN -BASED WATERPROOFING MEMBRANE FLASHING TERMINATION BAR (Mechanically attach 18" O.C.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT BASE FLASHING (Fully- adhere with propane -fired roofing detail torch. Mechanicaly attach at top with term bar.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE FLASHING (Fully- adhere with propane fired detail roofing torch. Extend beyond toe of cant 3" min.) NEW WOOD CANT STRIP a,. (Mechanically fasten as specified.) EXISTING CONCRETE SILL (Prepare concrete substrate per specifications.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Extend to head of cant. Fully -adhere with propane -fired roofing torches,) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete roof deck per Project specifications. Existing below deck insulation not shown.) APPROVED : MG 2 BEADS PROJECT - APPROVED NON - SKINNING BUTYL SEALANT EXISTING CURTAIN WALL ATTACHMENT SUPPORT COLUMN (To remain in place.) NEW 24 -GA STAINLESS STEEL SHEET METAL SADDLE FLASHING (See Detail 4 -A for dimensions.) NEW 24 -GA SHEET METAL KYNAR PRE - FINISHED SILL FLASHING (Join opposing sill flashing with bayonet joint at center of saddle flashing. See 3 -0 on sheet 1.2. Bed against saddle flashing in two thick beads of non - skinning butyl sealant as depicted.) PARAPRO PMMA REINFORCED RESIN -BASED WATERPROOFING MEMBRANE FLASHING TERMINATION BAR (Mechanically attach 18" O.C.) DRWG : DJ PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT BASE FLASHING (Fully -adhere with propane -fired roofing detail torch. Mechanicaly attach at top with term bar.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE FLASHING (Fully- adhere with propane fired detail roofing torch. Extend beyond toe of cant 3" min.) NEW WOOD CANT STRIP (Mechanically fasten as specified.) EXISTING CONCRETE SILL (Prepare concrete substrate per specifications.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Extend to head of cant. Fully- adhere with propane -fired roofing torches.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete roof deck per Project specifications. Existing below deck insulation not shown.) SADDLE FLASHING AT CURTAIN WALL ATTACHMENT CLEAT APPROVED : MG SLOPE TOP OF PARAPET WALL AS NEEDED (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING WOOD NAILER EXISTING ARCHITECTURAL PRE -CAST CONCRETE SPNANDRAL EXISTING CONCRETE PARAPET WALL (Prepare concrete per Project specifications.) CONTINUOUS 20 -GA GALVANIZED CLEAT (Engage min. 3/4" & fasten © 12" O.C..) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING SLOPE TOP OF PARAPET WALL AS NEEDED (i.e., bevel cedar siding, nail or screw to wood nailer.) CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten (a) 12" O.C..) NEW 24 -GA. SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING HEX HEAD,HIGH DOME, EPDM GASKETED SELF- TAPPING SCREWS (Fasten at 18" O.C.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE- SURFACED MEMBRANE BASE & WALL FLASHING (Fully adhere with propane -fired roofing detail torch, fasten along top at 6" O.C., extend onto field of roof beyond toe of cant 6" min.) EXISTING MEMBRANE WALL FLASHING (Carefully trim at head of wood cant. Wall flashing to remain.) SLOPE TOP OF PARAPET WALL AS NEEDED (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING WOOD NAILER (Field Verify.) EXISTING ARCHITECTURAL PRE -CAST CONCRETE SPANDREL EXISTING CONCRETE PARAPET WALL (Prepare concrete per Project specifications.) REINFORCED ASPHALT ROOF CEMENT (3- Course) WEATHER SEAL NEW WOOD CANT STRIP (Mechanically attach as specified.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete roof deck per Project specifications. Existing below deck insulation not shown.) NEW WOOD CANT STRIP (Set n vertical grade asphalt roof cement.) EXISTING CONCRETE ROOF DECK OVER STEEL DECKING (Prepare concrete roof deck per Project specifications. Existing below deck insulation not shown.) SCALE : N.T.S. PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING (Fully adhere with propane -fired roofing detail torch. Extend beyond toe of cant 3" min.) — PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Extend above head of cant 4" min. Fully- adhere with propane -fired roofing torches.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Attach top of membrane wall flashing approximately 6" O.C. 3. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. BASE BID -- PARAPET WALL FLASHING DRWG : DJ NEW 24 -GA. SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten (p 12" O.C..) NEW HIGH - TEMPERATURE RESISTANT SELF - ADHERING MEMBRANE EXISTING WALL FLASHING (Trim at head of wood cant.) SLOPE TOP OF PARAPET WALL AS NEEDED (i.e., bevel cedar siding, nail or screw to wood nailer.) CONTINUOUS 20 -GA GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" O.C..) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT INTERPLY (Extend above head of cant 2" min. Fully- adhere with propane -fired roofing torches.) NEW 24-GA. SHEET METAL KYNAR PREFINISHED STANDING SEAM COPING NEW HIGH - TEMPERATURE RESISTANT SELF - ADHERING MEMBRANE PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT BASE SHEET (Extend to head of cant. Fully- adhere with propane -fired roofing torches.) APPROVED : MG HEX HEAD,HIGH DOME, EPDM GASKETED SELF - TAPPING SCREWS (Fasten at 18" O.C.) NEW G -90 GALV. STEEL HAT CHANNELS (Anchor securely to concrete wall @ 18" O.C. on both flanges.) NEW SHEET METAL FLUSH //-- PANEL CLADDING SYSTEM NEW 24 -GA. KYNAR PRE - FINISHED SHEET METAL BASE OF WALL RECIEVER FLASHING (Perforated to provide proper drainage. Fasten © 18" O.C. with specified expanding lead anchors) NEW 24 -GA. KYNAR PRE - FINISHED COUNTERFLASHING (Fasten securely with stainless steel stitch screws @ 16" O.C.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Extgend 6" above head of cant. Fully- adhere with propane -fired roofing torches.) ALTERNATE BID -- PARAPET WALL CLADDING PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT INTERPLY (Extend above head of cant 1" min. Fully-adhere with propane -fired roofing torches.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Extend 2" above head of cant. Fully- adhere with propane -fired roofing torches.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Attach top of membrane wall flashing approximately 6" O.C. 3. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. SCALE : N.T.S. DRWG : DJ APPROVED : MG SHEET 2.5 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 2.5.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 2.5.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 2.5.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 2.5.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 2.5.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 2.5.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 2.5.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 2.5.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 2.5.1 Refer to project manual for substitutions and product options. 01730 Execution 2.5.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 2.5.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 2.5.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 2.5.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 2.5.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 2.5.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 2.5.P Refer to project manual and drawings for installation of sbs modified asphalt roofing systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 2.5.0 Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 2.5.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 2.5.8 Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 2.5.T Refer to project manual and drawings for painting of re, r t,portland cement stucco , * G � � V 1 CITY OF TUKIMLA AUG 2'2008 PERMIT CENTER 84"-t t � BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206- 405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info @bet -r.com STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 50% PROGRESS SET 03 - 18 - 08 ISSUE /REVISION DATE DWG DJ CHK MG SHEET CONTENTS SECOND FLOOR ROOF DETAILS 2.5 SHEET NUMBER .... 04006..ty, 1V-0" 15'-*" •1 1V-0" 1- 1 • < 3 ) SCALE. 432"= 1'-0" 15'4Y 1V-0" SCAL : 3/32"= V-0" inetEMEME`Eum IMMEEMEMEMME IMMEMBLEMINEEMI NEEMEMEZIEEME EMMEN= Aak ligrry 15-0" 15-0 TYP. , . 1V-0" 1 15-0" 1V-0" 15 '"O" NORTH 1 REENEEMEEMEEN MENEMPENEMEMI EMENNIMINNMEI MEM...MENEM= MENNINEEME SIPLAST TERANAP SYSTEM SPECIFICATION PLATE 1111111111111111111111111111111111M 111111111111111111.P1111111111111111111 15111111111111LVAINE111111111 11111111111111111111111111111111111 1111111151111111111111111 4TH FL. EAS SCALE: 3/32"= V-0" 1111 .4111 I •_..11111111 11111111111111114111111111111111 1111111101111111 101111111111111111111 11111111.111111111 15'-tt 1 V-0" 1V-0" 1V-0" 15'-0" /elk AIL I IRPFrtp. rff Copyright 02008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH XXX SCALE : N.T.S. 15'-0" -4)4 DRWG : SV/DJ 1 6-0" j 15 1V-0" -411- • . { rOE APPROVED : MG milmaIMME 15'-0" SIPLAST TERANAP SBS POLYMER-MODIFIED SURFACING SHEET (Fully-adhere with propane-fired roofing torches. Laps 0'-6" min. Offset end laps a min. of 3'-0".) 2-LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD (Protection board optional depending on height clearance. Contractor to verify with consultant. All joints staggered 50%. Loose laid.) J-DRAIN SERIES-400 DRAINAGE MAT (Loose laid.) ROOF INSULATION BOARD (Reuse the existing if sound. See specifications for replacing damaged and deteriorated insulation board.) NOTE: PEDASTAL AND PAVER SYSTEM NOT DEPICTED FOR CLARITY SCALE : N.T.S. DRWG : DJ SIPLAST TERABASE TG SBS POLYMER-MODIFIED BASE SHEET (Fully-adhere with propane-fired roofing torches to primed substrate. Side laps 0'-3" min. and end laps OW min. Offset end laps a min. of 3 EXISTING CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) SIPLAST PA-1125 PRIMER (Allow primer to dry thoroughly.) APPROVED : MG 10 1111111111.111111111111111111111111111E: LAYERS ARE SHOWN SEPARATED FOR CLARITY SCALE : N.T.S. DRWG : DJ •••■•••••imm 11111111111111111111111111111111111111111111111111 REUSE EXISTING PAVERS NEW PAVER SPACER ROOF INSULATION BOARD (Reuse the existing if sound. See specifications for replacing damaged and deteriorated insulation board.) J DRAIN SERIES-400 DRAINAGE MAT (Loose laid.) 2-LAYERS OF 1/8" ASPHALTIC PROTECTION BOARD (Protection board optional depending on height clearance. Contractor to verify with consultant. All joints staggered 50%. Loose laid.) SIPLAST TERANAP TG SBS POLYMER-MODIFIED SURFACING SHEET (Fully-adhere with propane-fired roofing torches. Side laps 0' min and end laps O' min. Offset end laps a min. of 3' SIPLAST TERABASE TG SBS POLYMER-MODIFIED BASE SHEET (Fully-adhere with propane-fired roofing torches to primed substrate. Side laps 0' min. and end laps 0' min. Offset end laps a min. of 3' SIPLAST PA PRIMER (Allow primer to dry thoroughly.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) SIPLAST TERANAP SYSTEM ASSEMBLY DIAGRAM APPROVED : MG 9 SHEET 3.1 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 3.1.A Tear-off and install sbs modified asphalt roofing on the drive-up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 3.1.B Tear-off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 3.1.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 3.1.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 3.1.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 3.1.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 3.1.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 3.1.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 3.1.1 Refer to project manual for substitutions and product options. 01730 Execution 3.1.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 3.1.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 3.1.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 3.1.M Refer to project manual and drawings for extent of tear-off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast-In-Place Concrete 3.1.N Refer to project manual for epoxy injected cracks, replacement of cast-in-place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 3.1.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 3.1.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 3.1.0 Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 3.1.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 3.1.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 3.1.T Refer to project manual and drawings for painting of repaired portland cement stucco CITY AUG 2 2008 PERMIT CENTER BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206-405-3455 Fax: 206-405-3458 Web Site: vinittw.bet-r.com Email: info@bet-r.com CONSTRUCTION ISSUE BID SET 95% PROGRESS SET 50% PROGRESS SET ISSUE/REVISION DWG DJ CHK MG 3.1 STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. SHEET CONTENTS CONSTRUCTION SET OF DRAWINGS 08-22-08 06-12-08 05-23-08 03-18-08 DATE THIRD - SIXTH FLOOR TERRACE DECK PLANS & DETAILS SHEET NUMBER 15' -0" Copyright © 2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH TYP. D SCALE : N.T.S. E LAYERS ARE SHOWN SEPARATED FOR CLARITY DRWG : DJ 15' -0" SBS SYSTEM ASSEMBLY DIAGRAM -- PENTHOUSE APPROVED : MG 15'-0" PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully - adhere with propane -fired roofing torches.) 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Securely adhered with Para -Stik polyurethane adhesive as specified. Stagger joinst between layers.) PARA -STIK POLYURETHANE ROOF ADHESIVE (Apply per Roofing Manufacturer's requirements and in pattern specified. See Detail 1 - 4.2) FACTORY COATED STEEL, SELF - DRILLING SCREWS, FIT WITH LOW PROFILE GALV. STEEL ROUND PLATES FASTENED PER FM1 -90 STANDARD POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Mechanically attach per FM1 -90 Standard as specified into top flange of steel roof deck only. Stagger joinst between layers.) EXISTING STEEL ROOF DECKING (Examine, repair, replace where needed.) CNS 15' -0" H FM 15' -0" J PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches.) PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) K 15' -0" SCALE: 3/32" = 'V -0" DRAIN LOCATIONS ARE APPRO4IMATE. FIELD VERIFY 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with adjacent and underlying insulation joints. Securely adhere with PARA -STIK polyurethane adhesive.) 15' -o" SCALE : N.T.S. L PIPE= PENETRATION PROTECTION PAD FIELIS VERIFY FIELD VERIFY AS BUILT LOCATIONS AS -BUILT LOCATIONS' UPPORT SAFETYANCHOR FIELD VERIFY AS - BUILT LOCA`rtORS UIPMENT IOTECTION PAD IELD VERIFY S BUILT LOCATIONS; • PEN HOUSE PIELO, PERIMIT CORNER ZONES 4/4.1 ROOF SLOPE 1I4' IN 1' =0" TYPICAL ROOF SLOPE RIDGE I i i MAIN ROOF & ENTHOU 1 $E ROOF LANS M 15' -0" 15' -0" TWO- LAYERS POLYISOCYANURATE ROOF INSULATION (Thickness per layer as specified. Fully- adhere with specified Para -Stik polyurethane adhesive. Stagger joints between layers.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT VAPOR RETARDER (Fully- adhere with propane -fired roofing torches to prepared and primed substrate.) EXISTING CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) SBS SYSTEM SPECIFICATION PLATE DRWG : DJ SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) PARA -STIK POLYURETHANE ROOF ADHESIVE (Apply per Roofing Manufacturer's requirements and in pattern specified. See Detail 1 - 4.2) APPROVED : MG N 15' -0 P. 15' -0" 15' -0" Q 15' -0" PERIMITER ZONE 1-13/42 NORTH SCALE : N.T.S. R Y 43 15' -0" DRWG : DJ LAYERS ARE SHOWN SEPARATED FOR CLARITY 4 0 to :7 0 10 c i > SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) SBS SYSTEM ASSEMBLY DIAGRAM -- MAIN ROOF ( 5> 4 (10) PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches.) 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints.) POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Securely adhered with Para -Stik polyurethane adhesive as specified. Stagger joints between layers.) PARA -STIK POLYURETHANE ROOF ADHESIVE (Apply per Roofing Manufacturer's requirements and in pattern specified. See Detail 1 - 4.2) POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Securely adhered with specified Para -Stik polyurethane adhesive as specified. Stagger joints between layers.) PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT VAPOR RETARDER (Fully- adhere with propane -fired roofing torches to prepared and primed substrate.) APPROVED : MG bo SHEET 4.1 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 4.1.A Tear-off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 4.1.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 4.1.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 4.1.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 4.1.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 4.1.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 4.1.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 4.1.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 4.1.1 Refer to project manual for substitutions and product options. 01730 Execution 4.1.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 4.1.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 4.1.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 4.1.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 4.1.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 4.1.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 4.1.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 4.1.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 4.1.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 4.1.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 4.1.T Refer to project manual and drawings for painting of repaired portland cement stucco 8-wail 1 C4 OF�Ti1�ELA AUG 2'7 2006 PERMIT CENTER BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 -405 -3455 Fax: 206 -405 -3458 Web Site: www.bet - r.com Email: info @bet -r.com DWG DJ CHK MG 4.1 STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE SHEET CONTENTS MAIN ROOF & PENTHOUSE ROOF PLANS SHEET NUMBER Copyright 02008 BUILDING ENVELOPE TECHNOL MEMBRANE membrane flashing s <;\ ) m y \ f L ) � .. f` <3'♦ \�f•i'.C),'. 11. ) �:., ,, 0 i 1 1 i�� I 1 1 1 I 1 FLASHING PLY (Install Paradiene 20 TG flashing ply. Extend 6" beyond sheet lead flange and seal to pipe.) PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) NEW HOT - DIPPED GALV. STEEL SAFETY ANCHOR (Anchor diameter and attachment Per t Structural Engineer. Shall extend above roof deck 16" min to allow for proper flashing of penetration.) NEW STORM COLLAR NOT ,(/ ✓ � '1.' SHOWN FOR CLARITY (See inset ,<' yk / detail 5A for additional information.) ^s " �k' X3. <.:� v / . ,;<`: c.: ,:,Js' t� »ly< PARADIENE 20 TG SBS POLYMER - / L / SY MODIFIED ASPHALT BASE SHEET �< ; ;.: r z (Fully- adhere with propane -fired roofing L. �, torches,) r v <L ",, .e r d 3` � a [ , ���� S.' 3 .r.'�` ,L4': PS304 SEALANT (Seal low slope roofin s . 9 " ;: ;.;:. <:' v system at base of pipe after installation of ' 3(i•;<r. p (\a yF T . ' Vin, L \ r � „ �� �\ `:�\ I I �� - 11 ( I ' I I III - PARADIENE 20 TG SBS POLYMER- MODIFIED ASPHALT BASE SHEET PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- (Fully- adhere with propane -fired roofing SURFACED CAP SHEET (Fully- adhere torches.) > <;s _<; <_: � with propane -fired roofing torches.) . LEAD SHOWN FOR I I A A A I I SHEET 4.1 SHEET NOTES & KEY NOTES: �/ BUILDING TECHNOLOGY \ \ \ ENVELOPE & RESEARCH These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for Project Project complete specification. 01010 Summary 4.2.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 4.2.B Tear-off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd water oo n nd a p through 6th floors terraces. 4.2.0 Repair and coat penthouse and screen stucco walls. finitions 01070 Abbreviations and Definitions Refer project manual for abbreviations and 2.D top t definitions 012 Unit Prices 4.2 .E Refer to project manual for unit prices for p 1 P concrete repair steel deck repair. conc ete deck epa r and ste d Contract Modification Procedures 4.2.F Refer to project manual for contract p 1 modification procedures. 01455 General Safe Procedures 4 .2.G Refer to project manual for general safety procedures including filtering of building air filtration of vapors, odors, intake to prevent infiltration fumes and dust into the buildin g. 01500 Temporary Facilities and Controls 42H Rf t t l f t 4.2.H to project manual temporary utilities , support facilities, security facilities, and protection facilities, including temporary staging construction fence at stain area and temporary weather protection. 01630 Substitutions and Product Options 4.2.1 Refer to project manual for substitutions and product options. 01730 Execution 4.2.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning starting and adjusting, protection of installed work, correction ofwork, and closeout. 01741 Waterproofing Contractor's Special Guarantee 4.2.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 4.2.L Refer to project manual for terms fi s of roofing contractor's special guarantee. 02070 Selective Demolition 4.2.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 4.2.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 4.2.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd 6th floors terrace decks h hrou through 07552 SBS Polymer Modified Asphalt Roofing y p 4.2.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, Y p py, 2nd floor north roof, upper main roof and penthouse roofs. p 07620 Sheet Metal Flashing and Trim Refer 4.2.Q a to project manual and drawings Q ua a for or all inst ation of sheetmetal a urtenant to pp roofing and waterproofing ork. 9 w 07920 Joint Sealants ro 4.2.R Refer to project manual and drawl for 1 and 9 09240 Portland Cement Plastering 4.2.S Refer to project manual and drawings P 1 9s painting of repaired portland cement stucco C ,y o ��. Q ��' �® � +� N I - - � �" Q S� � �� Q • � � e V�� l �� ®" RECE CITY 0 T V U In LA AUG 2 7 2008 PERMIT CENTER 1" BEAD OF PARR -STI LOW -RISE POLYURETHANE ADHESION PATTERN I FIELD OF INSULATION POLYISOCYANURATE ROOF INSULATION AND COVERBOAR (Install as specified.) ADHESIVE APPLICATION IN- FIE.. ' n- 4, [< :ft 4 ' \� � fa S b k£` y ) ; \ N\ { XR .s.; x: �<) .< ; " ` i < . � � Z h C ` ,< V Sr Ci31..y'' ,< - L - s , "`,� C � '�'•�' - _ c[. .., QL<V. ° 1 1� `t)t> o.°,v ,£;..; 11 ' ' > o . • <� '4 r , , .,' g _♦ { f ,;, �,. ; < {� <�.z a \ ^,v \�f . `a� ,, ` ,. ,, .(` +).' ,o, 5;� �C�� 3;, ..� a ' s!`L ?,: . s �`?� <,a , ; L ) Ia • i, `SaK t,L �;; „�•;'r ..`�...- w �: , �:,;� • <3, a S , U � f �', 4 ... ,q,. ` ; as � . �, „ \ _ . �`L; <3yk� ,; . << II \' I I � . I f N.. 2 Z ' r , <:<f: , ;_: >_ y CAP NOT d:: (<,. �b Y Y CLARITY (See inset detail 3 -A for � 4 x U'Lfy 2 ✓C �` ` \,' 4 additional information.) ,, f` ,, k L . J h =: � s £ Y MEMBRANE FLASHING PLY (Install v T . . � �r r` <. n z;,� Paradiene 20 TG membrane flashing ply. � •M' 1L:. .•f,.0 3 y f' ♦ �`� 6" , Extend 6 beyond sheet lead flashing <., �, : < Y k < .,� .; ` -:;_ < < a . Z: � <: flan e and seal to i e. ° - flange pipe.) p ) L \ \'�aVX' ° \L:.' � n ,3 Z3 � �r`n \•< `::r : < .�, 1 . r �z�'•t ♦. �, ;Cd%k,y a <�z�� ^•,'�.`a,<f: , L Y� ,�fk3,,�a .,�(J� \ r ,.,. , ^ • C ,`� btC Y^� � .[ v :a , ^r�s r< ` sue` < <� z <. ' PS304 SEAALANT (Seal low slope ;.�;:; 'r<;fr h:xz =a. ( P Yr n, , . ,,, „. . ,,� �•,�f: z !'. � <:; . Y roofing system at base of pipe after ^« S L. � , �) 9 Y p p - s PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delrid ❑e Wa SW g Y First Floor Seattle WA 98106 1 Seattle, WA Contact: Mark Guy Phone: 206 - 405 -3455 Fax 206 - 405 -3458 Web Site: www.bet r.com Email: ma info @bet -r.COm ,, a>y:j„ f..s . I �a�f I�� �, \ ^, I 1 I I I01260 u � � I I ,s \. I I f^ '3,�1 I >"`�:,z:'v II , ..'.I o �� ,. ; ' o :' : • d * ,• , EXISTING PIPE PENETRATION (Diameters Vary.) EXISTING CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications. Prime with Siplast PA -1125 primer.) Notes: , tea: >._. ` � II I I . ,.,. '' D< �� k � _ �. , z z�.•a, .4 ., >1 a> ' �a =. `F�' � .'� ... , �"'.:. y.. , a ..< ` . 3: , O �z 4 ,, _ installation of ca sheet 100% watertight.) t ) ; ,,ar.�3i,` . :. f � " •'r.•`R^�c�3 � ��� A 9 ) C,C 4 fkk�. ✓' `\•t,.` �$�.S' f n�•''.� Q `' ;fi :`� , n :.� < ....SHEET LEAD PIPE FLASHING (3 Ib. �,�::�^ _.� ,... '�. .'; . 'n4 p Pre- manufactured soldered 100 /o �" ), � T .L' :' g c; 3 " r watertight. Prime both sides of flashing s sa r4k collar flange and set in bed of modified �•,> ��., ;. 9 ;: asphalt roof cement on finish field II . �,3 �[ p 1 lies. I�s" t> <YL plies.) 4 � � � y ,. II III . III III� „ y I I` NEW 1/2" DENS -DECK PRIME COVERBOARD `� II II �:; >,: I I ~\� ;, •; '' w. �II II (Stagger joints with insulation joints. Securely t>' III I III' adhere with Para -Stik polyurethane adhesive as 'll specified.) o . . • • � F` NEW POLYISOCYANURATE ROOF ? • INSULATION 2" MAX. THICKNESS PER . LAYER (Each layer Securely adhere with Para -Stik polyurethane adhesive as specified. Stagger joints.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches.) SOLDERED •, <,f� L3/;F.Cs '-'��e �',?fi'a3o t�4`a , % ,o'. �, . ,S ' <.:'- � . ` �z" �;�\ �� II ` .• ,.•. III III , II I i IIII I III ,, I I II a IIII IIII � a �, ll • a .. , � . � • D � h ... n.� D 'FI ' • a Dp �' . PARADIENE 20 TS SBS 0 6 ° POLYMER- . ;: .. ° MODIFIED ASPHALT BASE SHEET (Fully - adhere with o x f v ii '� "`8 �1 �. 11 > . z ! ✓ . /• ` :s.' q 3 ' ta. ca sheet 100% watertight.) p i1 r 1� " c : f 2 �:. / 'K,^ u z � %4'':. .; -,..<„, ,< ` '; i1 ) �5 ' �, II �';<, / ; •j,, � SHEET LEAD FLASH (4 lb. Field i � - , : ,; , ° watertight. p ti � , -z fabricated soldered 100 /o I /P` ' � Prime both sides of flashin collar flan a 1j , .. 1 and in bed asphalt set e of moe halt roof i r �:ti, =. ` p ; \k plies.) c ement on finished field lies. \ �� ^ 5 - ,.,, '' „ ill IIIII �'. NEW 112 DENS -DECK PRIME I I I I ® . .rr ,.: = 'y COVERBOARD II II "< II II �� (Staggerjoints with insulation joints. ° III II Securely adhere with manufacturers A .... recommended polyurethane adhesive.) NEW POLYISOCYA ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with Para -Stik polyurethane adhesive as specified. Stagger joints.) �° ` i 11 11 4' 11 -0° 7 11 11 7 1/ I STAMP 1" BEAD OF PARA -S1 LOW -RISE POLYURETHANE ADHESION PATTERN IN FIELD OF INSULATION POLYISOCYANURATE ROOF INSULATION AND COVERBOAI s (Install as specified.) p ADHESIVE APPLICATION PERIMETER 0 • • "- ti propane -fired roofing torches.) ; ; EXISTING CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications. Prime with Siplast PA -1125 primer.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions, 2. Set metal flashing flanges on finished field plies and strip -in before installation of surfacing cap sheet. 3. Refer to Drawing 3 on Sheet 1,2 for sheet metal profiles and dimensions, `^ 1: ;: j <. < <h) <Lf L�L;.:. i EPDM 100% } 4 r : ; : I LAP SEALANT (Install watertight.) STAINLESS STEEL DRAWBAND 045 EPDM STORM COLLAR (Inject EPDM lap sealant between collar and pipe, tighten drawband, tool sealant bleedout around pipe.) 4 LB. LEAD FLASHING COLLAR (Stop short of drawband. Seal top edge of collar with polyurethane sealant 100% watertight.) EMPLOYEES' 1� CREDIT PROJECT @ E C TITLE N G EES i UNION `-` 1. Dimensions shown are minimums and are intended to be approximate to t allow for reasonable tolerances due to field conditions. 2. Set metal flashing flanges on finished field plies and strip -in before installation of surfacing cap sheet. 3. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions fo � 0 ►, � �� LEAD CAP 3 - A 0 L O CAP g REROOFING WATERPROOFING PROJECT 4' H 5 -A STORM COLLAR FLASHING -0" 12770 Gateway Drive Tukwila, WA 98168 PARA -STIK ADHESION PATTERN DIAGRAMS PIPE PENETRATION SAFETY ANCHOR ATTACHMENT SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG Notes: 1. Dimensions reasonable N. MIN. MIN 111 I . shown tolerances , y [ y <. ,... •..,...:.... , ,:: 2 , .,. ,.,...^ „ .. ,. .,.... t : ., < flan .. ... .... _ ., .., .... .,... .. - __ ... .., :. .v . Y .. ....... .... ... ...,. ..... .. .. ..._.. ,. ..a _... ....,. ) a , :. . , Y R,. a ... .:.: . t, a. ,nr. -._..a a> ., .. f� ..Ls.. ,. i c. .:.. [�,.. ....: , .a? a . , :. >; ...,a ..,. l a 3., 4y.�r�6•v �, ), ,. •. �., er„ l • ; yV ,.:.. � I 11111 I II akL n D • p • D ° • e D EXISTING CAST CONCRETE ROOF (Prepare concrete Project specifications.) are minimums due to field xs C �...� , .: _...._......: .... � _ . > � ... ... .,. wp ...,,:.a � ).. >,:, ^. � ..:.> d,< .: .� , a.. , P y, „ � <.,.� , . 3 , attN . ,. .t,��c 3 . �e c . �> II y 3� D : o 1 , : • Q IN PLACE DECK substrate per p and are intended conditions. CONDUIT, CONDENSATE • __.... __....., _ _. .... _. ... .... ... ...:: .: __...... ,, _. _.. _ . .:.:. A II :..... ,...,::. g �::,.,, b.f k, ,♦ >z k , ' ti 'Lx l A� .4t. , ? � :.;: III' 3r ll s' � x. (Allow to ^.... I>I �... ^ ... :,...a,,,. � r ', G ••' I II SIPLAST be GAS, OR LINE - > >f. ~3� <` _ _. ... ...: .... ... .. ... ._....... ... _:.__ ,......... Il „L :. .,. . .. � .:... > „ ^.. ).., .. 4 _° . ., , 2L ...:... .. ..> , .. .. ..,., .,, .., ,. .,•a �.., ...r�.. ...,,. : , , .. , 4 . ,. >,�,.. .[,[...:. .... ,,.. .,.7 , ,,,,,.Y ;.. ,,. ,. � , .,.., :.. y r X` �<:. `7 >r <a ':. a < s:.< ,3 f :;)� , �, � a a 2 , J z . -. '' ' PARADIENE MODIFIED RETARDER propane-fired p p prepared PA -1125 PRIMER primer to dry thoroughly.) approximate to METAL STRAP WITH SCREWS (Oversize Strap To Permit Movement.) NEW PRESSURE- TREATED WOOD, OR OTHER WEATHER RESISTANT (Laid Loose Over Protection Pad. Preservative treat all cut surfaces.) GV f f: -�.: . 1 - NEW MEMBRANE PROTECTION LAID LOOSE OVER PAD LA D L , ,. F SURFACE E �.,t:, FINISHED ROO U C , . .... .. , .......:.... PARADIENE 30 FR TG SBS X PARR : POLYMER- _k. ... II .... II .<. ., MODIFIED ASPHALT :. ,:. <.r.. SHEET Full adhere with , , ... propane-fired ane fired roofin torches , „ .., ,, . ., a . a.: .. "., .aa r,,. ,s ,..r, ... , � . �_ , ., .. ,. � .:, : ^: Y .• , .r. ;.. MODIFIED ASPHALT BASE >.< ^. c. • NEW 1/2 DENS -DECK PRIME r rots w ith insulation Sta e o ( 99 1 Dints. Securel adhere t Y adhe sive as specified.) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with Para -Stik polyurethane adhesive as specified. Stagger joints.) p 99 J 20 TS SBS POLYMER- ASPHALT VAPOR (Fully- adhere with roofing torches to 9 and primed substrate.) allow for PARADIENE 20 TG SBS MODIFIED ASPHALT Full adhere with propane-fired (Fully-adhere p p torches.) -�. : .: - :..... „�. ,..., ....:... , .. , f ... » . .:... ,..f .. , ..._ ,.., ..._ °� _.... ,.G:., ,: . ,.. , . � , :..:., . . ✓ ..: v ... :. ., 9,. „ ... ,..... „ .., . .:...., � _. _ .. �.. .... .. . ... .. .. h Q (�^ 7. , I I I I :.: s' :,: Aai�•" „ ' LdF: a qq � L ri>< R� .'sf'r ' '"'"�,< : \ , J k: : n • MODIFIED ASPHALT BASE SHEET ' .. (Fully- adhere with propane -fired , roofing torches. % p. • P 9 ) EXISTING CONCRETE ROOF `• °a POLYMER- BASE ,i 1 �: > ., 4 ✓ ,� � SHEET •. �, PARADIENE 30 FR TG SBS POLYMER- roofing MODIFIED ASPHALT GRANULE- 9 SURFACED CAP SHEET (Fully - adhere w ith propane-fired roofing torches. p p 9 ) ; h NEW STORM COLLAR NOT SHOWN FOR CLARITY (See inset <, Q. ;>> detail4A for additional information. .., ) ✓ ' r�3;, ,< f'; >:3, , MEMBRANE FLASHING PLY (Install >_ �.r ... ^ °. I , 1 P ply. , . ».w. ....)..r t ....................,, aradiene 20 TG membrane flashing ,. ; :. , . . ,� ..... , 9 r.., .. . )..... ..., ...o. r:,, >. d beyond sheet lead flashing 6" ,........... < Extend 6 be on eet sh n a and seal to pipe and feather each .� .. .r .. >:,. .. , a< 3 minimum. 3" , ,a....,.. p ) � .. Y , ....., '31,:. � n z:Z 3 04 SEALANT Seal lo slope roofing i � s stem at base of i e after installation of a Y P p REINFORCING FLASHING PLIES (Install 30" SQUARE Paradiene 20 TG membrane FLASHING „ of specified flashing ply, and feather 6 9 p y' . Turn minimum. Turn into drain p bowl 1" min. A _ ) r � � ✓ 1 ""ff:: , b < - , '` � L . � � t3. a...: � :,. � , ... ,. ,. .. � is ,'Y.:.: k:',: , >a .. . ,.� ,. ^: , , .,., s « .. .� ' .. �: ,a ... :... "L �. � > , �,,.. .. ) �.. ,�Yf/� , . � . ,. ., ,s . �y , , ,.. .., ✓.r< > zs3 .a 1,i• i ., �< `°` b 3'» �. .. \ ..,. , > f, :a.. ,., ., .^ , ».,, r.<, ^ , .. ....,ar.:.. [ . �. \ ;� �., ,^ ... , �,.. � a � = \ � NEW CAST IRON DRAIN STRAINER PARADIENE 30 FR TG SBS POLYMER- FLASHING - MINIMUM MODIFIED ASPHALT GRANULE- -- 4 LB. SHEET LEAD SURFACED CAP SHEET (Fully- adhere (Prime both sides and set in bed with propane -fired roofing torches. Tum asphalt roof cement on finished Into drain bowl 1" min.) lead flashing 9 into drain 1" min.) EXISITNG DRAIN CLAMPING RING u Z L'\ z c R b ! 4 (Replace with new as necessary.) , < 4 PARADIENE 20 TS SBS _, POLYMER- 4 , C . 1 f / h. :O 3 t ,f= 4 a.,:<.,,kL /rsf•L `^�L L ¢ :kY,3. . as a. r f „x . ,. ,..:, x �k MODIFIED ASPHALT BASE 3 f. a. 2 ✓ � > SHEET Full adhere with � (Fully-adhere r 3 L <,.. 3: � ro ane -fired roofing torches.) roo a Y < P p 9 mot.. :.;.: ,.. <: ,. , < , Y r:. r :.R �, .K: ' ,.. _ >, Y . > ). �. x - s . ), 3 :: !. � \ C u � :a ,XS V:< f � =` DRAWING NOTES CONSTRUCTION SET OF DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. BE FIELD VERIFIED BY TO THE CONTRACTOR. ) f� � - :.Lf : . [ ». .rr �. L.k. >): ^:..a [�x,: ,. <„ .: , :.... �..� ,. , a -. - �� f,. �:�a ) , ® . ' ..:. .,,....,k 3 : :... l I j jl i % � ca sheet 100 /° watertight.) ' . : � -\ :,:..a .. ? _. .., ) '.,• . < . , ��'� cement on finished field lies. � I � I s NEW 1/2 ENS -DE PRIME ~. , (Stagger insulation'oints, I ( 99 1 J s.'g l< I I ( Securel adhere with Para -Stik e Il , I polyurethane adhesive as specified.) INSULATION 2 MAX. THICKNESS PER , LAYER (Each layer securely adhered with Para -Stik po adhesive as speci ' S tagger jo ints.) . �t v: z <` . . r :,..: `k [ . � ,. ` > PfF > /'`f ;.. v7 ° <. ,) ♦ �.), ,� P♦ -: <:: u, , \... , / � ' • d 'Q ' d d ' tl . � d . tl a• -' a . NEW POLYISOCYANURATE ROOF INSU LATION, 2" MAX. THICKNESS PER LAYER {Each layer securely adhered with specified polyurethane adhesive. Taper to drain.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications. P rime with Sit PA-1125 Siplast primer.) EXISTING UNDER DECK CLAMP EXISITNG CLAMPING RING BOLTS (Tighten in sequence . - . d r /�� ` , � � .• �. J I „�,. 'L. Y . s �.. y., ,\.. ..: ^r ':; °c ) . � ,aA,� ::,,> ��'. n arm: � , � � : :Y «x .. <sf s - P �: x \ 5.,.,fx. <n, „E•3",` a. . n7`L ♦ , •:• •• , � ' � I d a 4 a ,� ° ��- e::� PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER Full adhere with propane-fired roofing ( Y p p torches to prepared and primed substrate.) CONSTRUCTION ISSUE 08-22-08 BID SET 06 - 12 - 08 °o ROGR 05 - / P ESS SET 08 50 /o o PROGRS SET ISSUE /REVISION DATE DWG DJ CHK MG DECK (Prepare concrete ; substrate per • Project specifications. Prime with Siplast PA -1125 primer.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Set metal flashing flanges on finished field plies and strip -in before installation of surfacing cap sheet. g Refer . Re er to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. :i " ; > EPDM 100% ; . 3 { ` ��+ p00 �� • • <3,•, ,, 1 ' "``' '� � 3 ,� L 'r " >fb, <: >; 'f ; < «3:: « <.< > : >; < >'wk . <:.., LAP SEALANT (Install watertight) STAINLESS STEEL DRAWBAND .045 EPDM STORM COLLAR (Inject EPDM lap sealant between collar and pipe, tighten drawband, tool sealant bleedout around pipe.) . 4 LB LEAD FLASHING COLLAR (Stop short of tightening band. Seal top edge of collar with polyurethane sealant l th lt 100% watertight.) SHEET CONTENTS MAIN ROOF & PENTHOUSE ROOF DETAILS to evenly compress plies and flashing to form watertight EXISTING DRAIN BOWL RECEIVER/ BEARING gasket at drain flange -to- clamping ring interface.) PLATE (In fill with strips of cut basesheet, as necessary to provide smooth transition of drainage lain. EXISTING DRAIN BOWL 9 plain.) (Refinish as specified.) Notes: 1. Dimensions shown are minimums and are intended to be approximate to PP allow for reasonable tolerances due to existing field conditions. 2. Membrane plies, lead flashing, and flashing plies extend under clamping ring and are feathered at perimeter terminations as illustrated. 3. Vapor retarder shall be set in asphalt roof cement at drain bowl flange. 4-A STORM COLLAR FLASHING SHEET NUMBER 4 CONDUIT SUPPORT PAD G STEEL SUPPORT FLASHING ROOF DRAIN SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG Copyright 02008 BUILDING ENVELOPE TECHNOL ALL FLANGES 4" MIN. Copyrig ELEVATION OF OVERFLOW IS 1" BELOW LOWEST PLANE OF SCUPPER THROAT 2" DIA. OVERFLOW HOLE 1" 1" min. 3" SECTION VIEW Ensure 3 -inch long drain leader engagement with leader line. SLOPE TOP OF PARAPET WALL AS NEEDED, (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING WOOD NAILER EXISTING STUCCO CLADDING SYSTEM EXISTING SHEATHING (Examine, repair, or replace where needed.) NEW WOOD CANT STRIP (Mechanically attach as specified.) EXISTING STEEL ROOF DECKING (Examine, repair, or replace where needed.) NEW 1/2 " DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) SCUPPER NEW 24 -GA. STAINLESS STEEL SHEET METAL SCUPPER WITH 4" FLANGES MIN" (All joints soldered 100% watertight. Fabricate to match dimensions of the existing scuppers openings.) t o 2008 BUILDING ENVELOPE TECHNOLO Y & RE EAR H 24 -GA. STAINLESS STEEL SHEET METAL ESCUTCHEON (Bed in two continuous beads of non - skinning butyl sealant against existing cladding 100% watertight.) Fasten with stainless steel stitch screws at 3/4 -inch flange to scupper. Field tong 314 -inch flange onto escutcheon and bed in sealant on all sides. CONDUCTOR HEAD SCALE : N.T.S. DRWG : DJ NEW 24 -GA. STAINLESS STEEL SHEET METAL SCUPPER WITH 4" FLANGES MIN" (All joints soldered 100% watertight. Fabricate to match dimensions of the existing scuppers openings.) Note: Extend Scupper we Minimum Beyond Exterior Wall Surface, And Turn Bottom Of Scupper Throat Down To Form Drip Edge. PENTHOUSE -- THROUGH WALL SCUPPER SCALE : N.T.S. Field tong 3/4 -inch flange onto escutcheon and bed in sealant. Fasten with stainless steel stitch screws. DRWG : DJ 24 -GA STAINLESS STEEL SHEET METAL ESCUTCHEON (Bed in two continuous beads of non - skinning butyl sealant against existing cladding 100% watertight. Field tong escutcheon onto scupper throat at sides and top.) 24 -GA STAINLESS STEEL SHEET METAL SCUPPER (Field tong bottom of scupper to form 1/2" drip edge.) NEW PROPERLY SIZED ABS DOWNSPOUTS APPROVED : MG CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" O.C..) NEW 24 -GA SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING HEX HEAD,HIGH DOME, EPDM GASKETED SELF - TAPPING SCREWS (Fasten at 18" O.C.) PARADIENE 40 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED MEMBRANE BASE & WALL FLASHING (Fully adhere with propane -fired detail torch, fasten along top at 6" O.C., extend onto field of roof beyond toe of cant as shown.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING (Fully- adhere with propane -fired detail torch at field of roof and cant strip. Mechanically attach at wood substrate. Extend beyond toe of cant 3" min.) POLYURETHANE SEALANT AT MEMBRANE EDGE -TO- SCUPPER INTERSECTION (Apply after surface sheet is installed.) PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired ;.,roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT FLASHING PLY (Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully - adhere with propane -fired roofing torches in field of roof. At wood cant and wood substrate fully - adhere in specified vertical grade asphalt roofing cement.) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Top layer securely adhered with Para -Stik polyurethane adhesive as specified. Base layer mechanically attached per Project specifications.) 24 -GA. STAINLESS STEEL SHEET METAL ESCUTCHEON WITH 4" FLANGES MIN" (All joints soldered 100% watertight. Bed in two continuous beads of non - skinning butyl sealant against existing cladding 100% watertight. Upper flange shall be counterflashed by the new coping flashing 100% watertight. ALL FLANGES 4" MIN. Notes: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Mechanically attach top of membrane wall flashing approximately 6" O.C. 3. Seal scupper throat to exterior cladding 100% watertight with specified backer rod and sealant joint. 4. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. APPROVED : MG STAINLESS STEEL CAPPED, EPDM GASKETED SELF - TAPPING SCREWS (Install as Specified.) PARADIENE 20 TG SBS POLYMER - MODIFIED BASE FLASHING (Fully- adhere with propane -fired roofing detail torch to non - wood substrates. At wood substrates mechanically fasten as specified. Extend onto field of roof beyond toe of cant 3" min..) EXISTING CURB/ ROOF HATCH SUBSTRATE (Prepare per project specifications.) SIPLAST PA -1125 PRIMER (Allow primer to dry thoroughly.) NEW WOOD CANT (Mechanical attach as specified.) EXISTING CONCRETE ROOF DECK(Prepare concrete roof deck per Project specifications.) NEW 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) EXISTING SHEATHING (Examine, repair, or replace where needed.) Notes: 1. 2. SLOPE TOP OF PARAPET WALL AS NEEDED, (i.e., bevel cedar siding, nail or screw to wood nailer.) EXISTING STUCCO CLADDING SYSTEM TO REMAIN EXISTING WOOD NAILER NEW WOOD CANT STRIP (Mechanically attach as specified.) NEW 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) Dimensions shown are minimums and are intended to be approximate and to allow for reasonable tolerances due to field conditions. Refer to Drawing 3 on Sheet 1.2 for sheet metal profiles and dimensions. EXISTING STEEL ROOF DECKING (Examine, repair, or replace where needed.) Notes: 1. Dimensions shown are minimums and are 2. Mechanically attach top of membrane wall 3. Refer to Drawing 3 on Sheet 1.2 for sheet PARADIENE 20 TS SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Extend to head of cant. Fully- adhere with propane -fired roofing torches.) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with PARA -STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully- adhere with propane -fired roofing torches to prepared and primed substrate.) CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" O.C. into solid wood blocking.) PARADIENE 40 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING EXISTING STUCCO CLADDING SYSTEM NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Top layer securely adhered with Para - Stik polyurethane adhesive as specified. Base layer mechanically attached per FM1 -90 Standard as specified.) intended to be approximate to allow for reasonable tolerances due to field conditions. flashing approximately 6" O.C. metal profiles and dimensions. EXISTING VENT HOOD/ AND OR ROOF HATCH SCALE : N.T.S. DRWG : DJ SCALE : N.T.S. NEW 24 -GA. KYNAR PRE - FINISHED GALVALUM SHEET STEEL COUNTERFLASHING SKIRT (Only as needed to counterflash fasteners/ top termination of roofing by 4" min.) PARADIENE 40 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED MEMBRANE BASE FLASHING (Fully - adhere with propane -fired roofing detail torch to non -wood substrates. At wood substrates mechanically fasten as specified. Extend onto field of roof beyond toe of cant 6" min.) UPPER MAIN ROOF -- CURB FLASHING PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE- SURFACED CAP SHEET (Extend above head of cant 4" min. Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT INTERPLY (Extend above head of cant 2" min. Fully- adhere with propane -fired roofing torches.) CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten © 12" O.C.) NEW 24 -GA. SHEET METAL KYNAR - PREFINISHED STANDING SEAM COPING HEX HEAD,HIGH DOME, EPDM GASKETED SELF - TAPPING SCREWS (Fasten at 18" O.C.) DRWG : DJ PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING (Fully adhere with propane -fired detail torch, fasten along top at 6" O.C., extend onto field of roof beyond toe of cant 6" min. as shown.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING (Fully- adhere with propane -fired detail torch at field of roof and cant strip. Mechanically attach at wood substrate. Extend beyond toe of cant 3" min.) PENTHOUSE -- PARAPET WALL FLASHING APPROVED : MG PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches in field of roof. At wood cant and wood substrate fully- adhere in specified vertical grade asphalt roofing cement.) APPROVED : MG EXISTING WOOD NAILER EXISTING WINDOW MULLION AND GLAZING EXISTING RIGID INSULATION EXISTING LIGHT GAUGE STEEL FRAMING NEW WOOD CANT STRIP (Mechanically attach as specified.) EXISTING WALL SHEATHING (Examine, repair, or replace where needed.) NEW WOOD CANT STRIP (Mechanically attach as specified.) a EXTERIOR VIEW SLOPE TOP OF PARAPET WALL AS NEEDED, (i.e., bevel cedar siding, nail or screw to wood nailer.) NEW 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulation joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) Notes: 1. Dimensions shown are minimums and are tolerances due to field conditions. 2. Mechanically attach top of membrane wall 3. Refer to Drawing 3 on Sheet 1.2 for sheet EXISTING CAST -IN -PLACE CONCRETE WALL NEW 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulati joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) FIELD VERIFY. SHALL FIT EXISTING REGLET Notes: 1. Dimensions shown are minimums and are tolerances due to field conditions. 2. Mechanically attach top of membrane wal 3. Refer to Drawing 3 on Sheet 1.2 for sheet NEW 24 -GA. SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING (Lap pressure bar 2" minimum.) CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" O.C. into solid wood blocking. Remove existing cap and extend cleat a min. of 2" past pressure bar.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING 100° PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING EXISTING ALUMINUM CURTAIN WALL PRESSURE BAR EXISTING GLAZING CONTINUOUS 20 -GA. GALVANIZED CLEAT (Engage min. 3/4" & fasten @ 12" O.C..) NEW 24 -GA. SHEET METAL KYNAR PRE - FINISHED STANDING SEAM COPING HEX HEAD,HIGH DOME, EPDM GASKETED SELF - TAPPING SCREWS (Fasten at 18" O.C.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING (Fully- adhere with propane -fired detail torch, fasten along top at 6" O.C., extend onto field of roof beyond toe of cant 6" min. as shown.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING (Fully- adhere with propane -fired roofing detail torch at field of roof and cant strip. Mechanically attach at wood substrate. Extend beyond toe of cant 3" min.) PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully - adhere with propane -fired roofing torches in field of roof. At wood cant and wood substrate fully- adhere in specified vertical grade asphalt roofing cement.) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with PARA -STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully - adhere with propane -fired roofing torches to prepared and primed substrate.) intended to be approximate to allow for reasonable flashing approximately 6" O.C. metal profiles and dimensions. " 314" NEW 24 -GA. KYNAR- FINISHED GALVALUM SHEET STEEL COUNTERFLASHING UPPER MAIN ROOF -- PARAPET WALL FLASHING SCALE : N.T.S. DRWG : DJ APPROVED : MG I flashing approximately 6" O.C. metal profiles and dimensions. SCALE : N.T.S. EXISTING STUCCO CLADDING SYSTEM & WEATHER- RESISTIVE BARRIER (WRB) TO REMAIN EXISTING REGLET TO REMAIN DRWG : DJ HEX HEAD,HIGH DOME, EPDM GASKETED SELF- TAPPING SCREWS (Fasten at 18" O.C.) NEW 24 -GA. KYNAR- FINISHED GALVALUM SHEET STEEL COUNTERFLASHING (Shall fit into the existing reglet receiver. Field verify. Fasten with watertight fasteners.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING (Fully- adhere with propane -fired detail torch, mechanically fasten along top at 6" O.C., extend onto field of roof beyond toe of cant 6" min. as shown.) ' PARADIENE 20 TG SBS POLYMER - ODIFIED ASPHALT MEMBRANE BASE & ALL FLASHING (Fully - adhere with propane -fired roofing detail torch at field of roof and cant strip. Mechanically attach at wood substrate. Extend beyond toe of cant 3" min.) PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches at field of roof and cant strip. Mechanically attach at wood substrate.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches in field of roof. At wood cant and wood substrate fully- adhere in specified vertical grade asphalt roofing cement.) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with PARA -STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully- adhere with propane -fired roofing torches to prepared and primed substrate.) intended to be approximate to allow for reasonable UPPER MAIN ROOF -- DECK -TO- PENTHOUSE WALL APPROVED : MG 2 SHEET 4.1 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 4.3.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 4.3.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 4.3.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 4.3.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 4.3.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 4.3.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 4.3.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 4.3.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 4.3.1 Refer to project manual for substitutions and product options. 01730 Execution 4.3.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 4.3.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 4.3.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 4.3.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 4.3.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 4.3.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 4.3.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 4.3.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 4.3.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 4.3.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 4.3.T Refer to project manual and drawings for painting of repaired portland cement stucco RECEIVED CITY OF TUKWILA AUG 2 7 2008 PERMIT CENTER bOBW BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 - 405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info @bet -r.com CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET . 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE DWG DJ CHK MG 4.3 STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES SHEET CONTENTS MAIN ROOF & PENTHOUSE ROOF DETAILS SHEET NUMBER Copyright 02008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH SCALE : N.T.S. SCALE : N.T.S. DRWG : DJ DRWG : DJ APPROVED : MG APPROVED : MG SCALE : N.T.S SCALE : N.T.S. DRWG : DJ DRWG : DJ APPROVED : MG APPROVED : MG HEX HEAD,HIGH DOME, EPDM GASKETED SELF - TAPPING SCREWS (Fasten at 18" O.C.) � d ® d EXISTING — CAST -IN -PLACE CONCRETE WALL NEW WOOD CANT STRIP (Mechanically attach as specified.) 2 -PIECE 24-GA. KYNAR- FINISHED GALVALUM SHEET STEEL S - LOCK REGLET AND COUNTERFLASHING NEW 1/2" DENS -DECK PRIME COVERBOARD (Stagger joints with insulati joints. Securely adhere with Para -Stik polyurethane adhesive as specified.) EXISTING CAST IN PLACE CONCRETE ROOF DECK (Prepare concrete substrate per Project specifications.) Notes: 1. Dimensions shown are minimums and are tolerances due to field conditions. 2. Mechanically attach top of membrane wall 3. Refer to Drawing 3 on Sheet 1.2 for sheet PARADIENE 30 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED CAP SHEET (Fully- adhere with propane -fired roofing torches at field of roof and cant strip.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT BASE SHEET (Fully- adhere with propane -fired roofing torches in field of roof. At wood cant and wood substrate fully - adhere in specified vertical grade asphalt roofing cement) NEW POLYISOCYANURATE ROOF INSULATION, 2" MAX. THICKNESS PER LAYER (Each layer securely adhered with PARA -STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully - adhere with propane -fired roofing torches to prepared and primed substrate.) intended to be approximate to allow for reasonable flashing approximately 6" O.C. metal profiles and dimensions. UPPER MAIN ROOF — SURFACE MOUNTED REGLET & COUNTERFLASHING SCALE : N.T.S. SCALE : N.T.S. DRWG : DJ DRWG : DJ PROJECT APPROVED POLYURETHANE SEALANT (Clean concrete surface and install over prepared dry substrate. Tool in two directions and finish In neat, uniform, and 100% watertight condition.) NAIL DRIVE ANCHORS (Rawl Zamack Nail -Ins, or Project- Approved, installed so as uniformly seated but not to deform flashing or spall concrete, at approx. 18" -24" O.C. with uniformity at each elevation. Pre -drill holes for all fasteners.) 2 -PIECE 24 -GA. KYNAR- FINISHED GALVALUM SHEET STEEL S -LOCK SURFACE MOUNT REGLET & COUNTERFLASHING (See Inset Detail 1 -A for dimensions.) PARADIENE 40 FR TG SBS POLYMER - MODIFIED ASPHALT GRANULE - SURFACED MEMBRANE BASE & WALL FLASHING (Fully - adhere with propane - fired detail torch & Mechanically attach as specified. Extend onto field of roof beyond toe of cant 6" min. as shown.) PARADIENE 20 TG SBS POLYMER - MODIFIED ASPHALT MEMBRANE BASE & WALL FLASHING Fully- adhere with propane -fired roofing detail torch at field of roof and cant strip. Extend beyond toe of cant 3" min.) APPROVED : MG APPROVED : MG 2 SHEET 4.4 SHEET NOTES & KEY NOTES: These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 4.4.A Tear -off and install sbs modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 4.4.B Tear -off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 4.4.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 4.4.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 4.4.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 4.4.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 4.4.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 4.4.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 4.4.1 Refer to project manual for substitutions and product options. 01730 Execution 4.4.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 4.4.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 4.4.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 4.4.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 4.4.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 4.4.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 4.4.P Refer to project manual and drawings for installation of sbs modified asphalt rooing systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 4.4.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 4.4.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 4.4.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 4.4.T Refer to project manual and drawings for painting of repaired portland cement stucco b RECEIVED CITY OF TUKUVILA AUG 2 7 2008 PERMIT CENTER BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 - 405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info©bet-r.com DWG DJ CHK MG 4.4 STAMP PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE SHEET CONTENTS MAIN ROOF & PENTHOUSE ROOF DETAILS SHEET NUMBER • SHEET 6.1 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY ENVELOPE & RESEARCH ELEVATION DRAWINGS EXCERPTED FROM AS BUILT CONSTRUCTION SET OF DRAWINGS ISSUED SEPTEMBER 18, 1989. PLEASE DISREGARD CALL OUTS FOR CURRENT REROOFING PROJECT. These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 5.1A Tear-off and install sbs modified asphalt roofing on the drive-up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs . 5.1.B Tear-off and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 5.1.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 6.1.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 5.1.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 5.1.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 5.1.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 5.1.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 5.1. 1 Refer to project manual for substitutions and product options. 01730 Execution 5.1.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection o f • installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 5.1.K Refer to project manual for terms of waterproofing contractors special guarantee. 01742 Roofing Contractor's Special Guarantee 5.1.L Refer to project manual for terms of roofing contractoes special guarantee. 02070 Selective Demolition 5.1.M Refer to project manual and drawings for extent of tear off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast-ln-Place Concrete 5.1.N Refer to project manual for epoxy injected cracks, replacement of cast-in-place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 5.1.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks• 07552 SBS Polymer Modified Asphalt Roofing 5.1.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 5.1.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 5.1.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 5.1,S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 5.1.T Refer to project manual and drawings for painting of repaired portland cement stucco -- \ ot91.r.8.°Act. V c()119 CSSC OO 0 1-* 0 . (TO al •.../ ixa sk. : ,,,,,...- CAti I860------ RECEIVED CITY OF TUKVVIiA AUG 2 2008 PERMIT CENTER 0111. 1 Co • '• .. 0 • . ' 0 •,...... ,.,.; .. ... . > I . , ' 0 • . ‘ 0 • , . . • .. , • • . 0 • . , " . - - . • .. • . ' • . . A TOP Of 5.2.SEN WALL , i , 1 I . . . 0 ,„ i PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206-405-3455 Fax 206-405-3458 Web Site: www.bet Email: info@bet-r.com • 111 . III . 1141 . ' . . ' . • • MalaININWHEUE 1 dititittillikliflitiliaiiiibb 141111114111111011111111111111111MIN • Fil 4PP i 1 . 1 ' :al- 1 It . .111111111111111 , • irminamit elaininift lag 'mg . • ...: " •• wimp.' op - _ ... . . ... • . , 1 , I . • - I — MINI , ti )I , , i • I 1 • . • .. ..- um tuarm .—r..- . • stamommommimmliommen 1 pr All ! -MOOF !AVM., . _____ r P , , ; ; 1 gluita B _anti_ . MEI - ' ' _ 1. =UM= 3:azArt :), _ • .._..... 4 . .....,_ .. ... . .. . " . ........ • ,. , • • t, ME ST. ELEVATION': . -1 • ' . • . . , . NORTH. . ELEVATION, ...e:• - al, vv.' 4-10" TAIK . . . 0 . . EEN7WALL . ,. .....__..... . • ' __..... 0 . • ' • . . . . . .. . • - • . . . SCREEN WALL . • • - . , ' • A ...Top. OF 'eaREEN, WALL STAMP , 41 . .. • • • - • • • _ • . - • , EH - - - --'. , .i. c e...., 4 110.1+ ,.,,. ------.7.--..- -Tr :"' S : ,..` II OM iN ' 111111111111111111111111111.1111114 114 -- -7 . , . __ „._ M . . . . - .. . . : . . I , . I. . ....,......:.....„ • v - _ .___ ._.-- — I 1 . , ' --- , 1 1. _ • • PI • ,,,, _ _ ''.4 A Ler-..-.... == i coN"rtcol...,Joji•IT— . . • • , 7.1.M.M.M.W. I .: • a A.T.i5 O. 0., . l ,.....................- ..... • _.... A t :.7".a'.. — = = P; ".,:..:,:= ' • 0IA 64. — -1111011111/ .1111111111M111111111111! ......a.1...... .........4L. ___ _ .. =4"."="" ° i: i i . - . 1,422F LSVSL. •— — -- , ' , . , • • . . • . - - - • -,,,,, k . .. •=. . .. i t l • l ..;10 100, . ton PROJECT TITLE BOEING EMPLOYEES ' CREDIT UNION .ELEVATIONw: - , •: 4 A$T ......, ' e.,sCREENLN: • SOUTH ELEVATION . . . — . • . . + SCREEN WALL - ' • • _ ___. • • - . , ,:. _ . • • t . , • . • , ....____ _ . ... . . . _ • . . _ • . .. . 0 . - , . • OF ec1RUN WAIL REROOFING & WATERPROOFING PROJECT 1 1 ____. ___ _____ 1 : • • I.: _____ — _ . . . _____ . 51(114814T ..__TOP . ... :.isc:uppErk mo .. . :CANOLIGTON. HEAP . I . . . - '. . . • . • i . - . — . . . - I - \ 9, 11..116 1 — ' • , . . 5GUPPE 1q.. W . O_ --- - .-- -- . ._ I I I ; ' - 0. 0 .. _. . • • . ' . • • • • r4NOUCT0112, 145A0 . . - ' , t ' . ' ' . • ' • • . . ' • ' 12770 Gateway Drive Tukwila, WA 98168 . .„ . , . • • tlrfOlD • ,-• - . - - ,, .1 NIP .....,. ... --- ---- . , ---- .------. . ......... . . .‘ ., :.,-..•;045;. • . . • -. .„ . , l ergS ulese l ' ' .. .... ... ....... ELEVATION ry .•...temmem --,==.---- • • • • - :.;. - 4 .. Q SOUTH , . 0 NO.RTH - : ell.A.5161zr.A. ; ::. pea ohaT CONG --- .. .. . _ELEVATION:, =--- ...-r"..." 1. ..._ _ SOUTH ELEVATION . Pr L6V1.. - IL 00 L.10" .. • • - Viokel4WZIC ' ELEVATION .scAserr_rtafC. . „ . • • • • EST ... ._ . . pq Y.,`:f . . . EAST _ELEVATION: DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. UR a :1 PENTHOUSE - . ; ._ . .. ISTAIR NO. 1 PENTHOUSE -, 'F'SSENGER ELtV MACH. RM. . . . . & SERVICE ELEV MACH RM ' - „ •.PASSENGER ELEV. MACH. RM. - PASSENGER ELEV. MACH. RM. : , .. DRAWINGS EXCERPTED FROM 'AS-BUILr CONSTRUCTION DRAWINGS ISSUED SEPTEMBER 18, 1989 . • ' • . . • ' ' , DISREGARD NON-ROOF RELATED PROJECT INFORMATION. . . . • , • . ' , 4 V x2 k - , ' ••` ›•-• •.; - -7 ,-. •,:‘,•.- , ,::', '4 g -,i ''. A - ,,. --,,- „,. ._ •w• 5 , 0.. ,- .:,• ...z N,...: . '.,,..., ''. <s.,,, ,,, t..:.. e -1.-0 ,..• ' », ,. - A' " ,C , . w: ,„ .., A `>,...,' , ,,,. .R ,,, s , s ,, ,.- S. 5›.:f , e , 3 ', - , ,t' . •.:-; - , zs. e›,> '' _.•:).. '.., A , Rwt• 1. , • * 4. .14%, ,, A: :,,,,,,.: ,, „, -' .- ''% ,, 4 fe 'f■ ,.‘ .e .,., :' <, ..,, , ' .. :‘ , 4 ', , :I , 1 ' -•tk '..'•• •0 , N ... z4 e , '',,,.., -, ,,,. , ... %, A ,,, »,, .§ , 4' • , . . - . . • . . ' -------. . ..., .. . — - tbsycmp Valli - - - ' • - - tl -....................,.....„. • „A. . w -x $ , ..,....---,,--..-,•-•,.. - - — - , ‹S 'c'''' „ , . , -4 se,,,, ''' • A. ... ,•;•-• k. ., ,•:, >--, ,.,,, 1 ,‘.....,:„ •,,,, , ...„. .,,, .,,.., - . • , .. , .. WEST ELEVATION . • , , . c i • ' 1 0- 4 1 i< % T _PASSENGER ELEV. MACH. RVI.: - . • ..-- e,.. - . ' ,...- •.,. 3. •.,." .. .....5. . 0 V .,:, f- -0, z , •t; , 4 e, ,, ,•,, •-› v •..,, ,-- ..., t>. ez,. .•:• ;. — . ', '' Ns. -.., - „.,..„, ;,.. ,..4,0. ,..: .. , , ' ,.., , ..,, .. 0 -•,%,, •,,` % ,.,, -,,,, v .., w-., .. . .3';.k ,* , „... , • ..., - ,.. , ' 4, . :.• '''' '''': A• ,,„ u, ' „, .„ it v: „ 4: - -.:5 „ . A ,..., . 1 , -... %.$ ..i '1,' 4 ,e ',' , ' ..• ..e . A. ' 1„.„, 41 , ''' k, .0: , . ' , 0 'ic', ,o,. , - . '14 CONSTRUCTION ISSUE 08-22-08 BID SET 06-12-08 95% PROGRESS SET 05-23-08 „ .c, .•,., , . 4 . Fm ,I • .,..-k. 4 V , . ,:ik, A W: .. , ,..• . r $, , . q 50% PROGRESS SET 03-18-08 ISSUE/REVISION DATE DWG DJ CHK MG SHEET CONTENTS \ PENTHOUSE & SCREEN WALLS ELEVATIONS SEE SPECIFICATION SECTIONS: 07900 JOINT SEALANTS . sl. , SEE SPECIFICATION SECTIONS: 07900 JOINT SEALANTS 09240 PORTLAND CEMENT PLASTERING 09911 EXTERIOR PAINTING 09240 PORTLAND CEMENT PLASTERING 09911 EXTERIOR PAINTING 1 SHEET NUMBER 5 a 1 , ennvnaht 02008 JAMMING ENVELOPE TECHNOLOAY It RE8EARCIA SEALANT REPAIR WORK CLEAN & INSTALL NEW BACKER ROD AND SEALANT JOINT 1 SCALE : N.T.S. DRWG : DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG INSTALL NEW WEATHER STRIPPING AT JAMBS AND HEAD OF EXISTING FRAME EXISTING HOLLOW METAL DOOR JAMB TO REMAIN NEW PARAPRO PMMA RESIN -BASED REINFORCED WATERPROOFING MEMBRANE SILL PAN (Apply Parapro to extend up L -Metal and door jambs to form 100% watertight back and end dams. Mechanically attach as specified. Sequence in a 100% watershedding fashion over new roof system.) REMOVE AND STORE EXISTING ALUMINUM THRESHOLD (Reinstall after roofing and waterproofing work is complete.) NEW 24 -GA. STAINLESS STEEL L -METAL (mechanically attach watertight as specified.) NEWLY ROUTED CONDENSATE LINE (Achieve proper height for pipe penetration flashing as specified.) �'�Jo \aF" {' ^ '�'�H` KR"C� SEALANT REPAIR AT THROUGH CLADDING PENETRATIONS SEALANT REPAIR AT CLADDING SYSTEM CRACKS These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 5.2.A Tear -off and install SBS modified asphalt roofing on the drive -up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 5.2.B Tear -off and install SBS modified asphalt waterproofing on 2nd floor plaza and 3rd through 6th floors terraces. 5.2.0 Repair and coat penthouse and screen stucco walls. 01070 Abbreviations and Definitions 5.2.D Refer to project manual for abbreviations and definitions. 01220 Unit Prices 5.2.E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 5.2.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 5.2.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 5.2.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 5.2.1 Refer to project manual for substitutions and product options. 01730 Execution 5.2.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout. 01741 Waterproofing Contractor's Special Guarantee 5.2.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 5.2.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 5.2.M Refer to project manual and drawings for extent of tear -off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast -In -Place Concrete 5.1.N Refer to project manual for epoxy injected cracks, replacement of cast -in -place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 5.2.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 5.2.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive -up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 5.2.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 5.2.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and waterproofing work, and 09240 Portland Cement Plastering 5.2.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 5.2.T Refer to project manual and drawings for painting of repaired portland cement stucco BUILDING ENVELOPE TECHNOLOGY & RESEARCH PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact: Mark Guy Phone: 206 -405 -3455 Fax: 206 -405 -3458 Web Site: www.bet -r.com Email: info @bet -r.com BOEING EMPLOYEES' CREDIT UNION REROOFING & WATERPROOFING PROJECT 12770 Gateway Drive Tukwila, WA 98168 BET &R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION ISSUE 08 -22 -08 BID SET 06 -12 -08 95% PROGRESS SET 05 -23 -08 50% PROGRESS SET 03 -18 -08 ISSUE /REVISION DATE Copyright 0 2008 BUILDING ENVELOPE TECHNOLOGY & REBEARCH EXISTING WEATHER-RESISTIVE BARRIER (Leave existing INRB in tact and Integrate with new components in a shingled and 100% watershedding fashion.) 2 LAYERS OF NEW ASTM WEATHER-RESISTIVE BARRIER (Install , 4 as needed for a shingled and 100% • • . . •., watershedding installation.) • — EXISTING STUCCO CLADDING SYSTEM & WEATHER-RESISTIVE BARRIER (WRB) (Carefully remove bottom 12-Inches of succo as measured e center point oe t d f th t of the skylight, plumb, one foot past the corners for Installation of new flashing. Leave WRB and metal lath intact. Install vertical flange of reglet beneath the existing WRB. Add new WRB as required to ensure a properly sequenced, weatherproof, and watershedding application. Repair stucco to match the existing texture and paint to match the existing color.) . NEW GALV STEEL STUCCO WEEP SCREED / 40a) ‘47 EXISTING SKYLIGHT 44110 • SHEET 5.1 SHEET NOTES & KEY NOTES: BUILDING TECHNOLOGY Ih, SVr■ ENVELOPE & RESEARCH These Drawings are a part of the Project Manual; complete all work according to the Project Manual. See Project Manual for complete specification. 01010 Summary 5.3.A Tear and install sbs modified asphalt roofing on the drive-up tellers canopy, 2nd floor north roof area, upper main roof and penthouse roofs. 5.3.B Tear and install sbs modified asphalt waterproofing on 2nd floor plaza and 3rd throu 6th floors terraces . 5.3.0 Repair and coat penthouse and screen stucco walls. 07 Abbreviations and Definitions 0 5. 0 Refer to project manual for abbreviations and definitions. 01220 Unit Prices 5.3. E Refer to project manual for unit prices for concrete deck repair and steel deck repair. 01260 Contract Modification Procedures 5.3.F Refer to project manual for contract modification procedures. 01455 General Safety Procedures 5.3.G Refer to project manual for general safety procedures including filtering of building air intake to prevent infiltration of vapors, odors, fumes and dust into the building. 01500 Temporary Facilities and Controls 5.3.H Refer to project manual for temporary utilities, support facilities, security facilities, and protection facilities, including temporary construction fence at staging area and temporary weather protection. 01630 Substitutions and Product Options 5.3.1 Refer to project manual for substitutions and product options. 01730 Execution 5.3.J Refer to project manual for general installation of products, coordination with owner, progress and final cleaning, starting and adjusting, protection of installed work, correction of work, and closeout . 01741 Waterproofing Contractor's Special Guarantee 5.3.K Refer to project manual for terms of waterproofing contractor's special guarantee. 01742 Roofing Contractor's Special Guarantee 5.3.L Refer to project manual for terms of roofing contractor's special guarantee. 02070 Selective Demolition 5.3.M Refer to project manual and drawings for extent of tear-off of existing roofing, waterproofing and appurtenant systems. 03013 Repair of Cast Concrete 5.3.N Refer to project manual for epoxy injected cracks, replacement of cast-in-place concrete and reinforcement at concrete roof decks, plaza decks and terrace decks. 07100 SBS Polymer Modified Asphalt Terrace Deck Waterproofing 5.3.0 Refer to project manual and drawings for installation of sbs modified waterproofing systems at the 2nd floor plaza deck and 3rd through 6th floors terrace decks 07552 SBS Polymer Modified Asphalt Roofing 5.3.P Refer to project manual and drawings for installation of sbs modified asphalt rooifng systems at the drive-up tellers canopy, 2nd floor north roof, upper main roof and penthouse roofs. 07620 Sheet Metal Flashing and Trim 5.3.Q Refer to project manual and drawings for installation of sheetmetal appurtenant to roofing and waterproofing work. 07920 Joint Sealants 5.3.R Refer to project manual and drawings for joint sealant work appurtenant to roofing and water work and , 09240 Portland Cement Plastering 5.3.S Refer to project manual and drawings for repair of portlant cement stucco plaster penthouse and screen walls. 09911 Exterior Painting 5.3.T Refer to project manual and drawings for painting of repaired portland cement stucco v••• % a CO r '0 ''" OSP`"- - %t - i W CO O MO .....- ... OR 1 , „ 1 \0 0 .' t ) 0 CA 01.\11 DI*4_ ta RED_ CITCEIVE Y OF TUKWILA AUG 2 7 2008 PERMIT CENTER lilt° , '3V. 0,. .••• 1 , . 4 r , - 4,, §'- ,. ''•f; , ..-. A i ,, v, - ,, • 24 GA KYNAR-FINISHED GALVALUM SHEET STEEL Z-REGLET (See Inset Detail 4-A for dimensions. Attach with HDG flat head barbed-shank roofing nails © 16" O.C. Into solid wood framing.) . .. . .. .: • .. . : :.: . ' • " • ' , , . -si , '- ,,4 41; V. ,,,, - •k-,i-Ym .e 2 ,, 5.3 - .3 .. EXISTING GYPSUM OR PLYWOOD WALL SHEATHING (Field verify. . . . Examine, repair, or replace where needed • .. with exterior plywood sheathing.) ,. : • , • • • • - • PMMA REINFORCED MEMBRANE . , ,-'. SADDLE FLASHING (Install 3 .. .. " It ' S',4 i „k„ F‘• TO REMAIN , • to not damage or necessar herrn (Protect as y /if/1 during retrofit work.) EXISTING SKYLIGHT FLANGE TO REMAIN (Protect as necessary to not damage or harm during retrofit work.) PROFESSIONAL ROOFING, WATERPROOFING, AND CLADDING CONSULTANTS Address: 4000 Delridge Way SW First Floor, Seattle,WA 98106 Contact Mark Guy 206-405-3455 Fax: 206-405-3458 Web Site www.bet-r.com Email: info@bet-r.com ,,. 5 4 1 s to , , ;?' ! 4 k -t FA ‘J.-; 0 4 r, A gi N `1' -,:...- 2f r ia n ‹ i ITi s- • EXISTIrinNG , a *As 0 d , ' el 4 ' - • % ,;. , % Y4' • ,3 0 ''''''''''' ' : .•• ; 4) L -$., A, t, 1 -2 'Ail , Pi )n -4 p ,-- 4 6 47 0, k V , 4 - Y.4 - 5', ' ''''' -t dimensional saddle flashing at . . skylight intersection 100% ' . . ',.. watertight Install 100% watertight : Fill voids with Pro Paste and prepare ... . per Siplast written instructions. • . 24 GA KYNAR-FINISHED GALVALUM Positively lap new roof system and SHEET STEEL SKIRT FLASHING integrate 1 00% watertight) , (See Inset Detail 4-A for dimensions. Fasten securely with stainless steel stitch screws at 1V 0.C.) BACKER ROD AND , . .. . SEALANT JOINT (See ' ••• • PMMA REINFORCED FLASHING i , EXISTING CONCRETE ' . ' . <I • • • • • • . • ' • a D av -. a D Q. 3, Q p . d HEX HEAD,HIGH DOME, EPDM GASKETED SELF-TAPPING 7,;■ :. erY P. CURB AND INTERIOR FINISHES TO REMAIN (Assumed based on Architectural Drawings Field Verify as built conditions.) EXISTING SHEATHING III ii SCREWS (Fasten at 18" 0 . C . ) NEW 24-GA. KYNAR-FINISHED GALVALUM SHEET STEEL SKIRT FLASHING ' 0 • • • • ,• Detail 4 on sheet 1.2.) . '• • : • • • • •• • •• . . .'• — - • • ' • : • .:'. ..: - •. ' ' 1 , -,.. MEMBRANE (Extend 8" min. vertically and 2" min, onto skylight past existing flashing. Install 100% watertight Fill voids with Pro Paste per Siplast written instructions.) -.. SKYLIG HT TO or REMAIN (Protect as necessary to not da harm dug retrofit work) , EXISTING CENTER FLASHING (Carefully remove center flashing band at sill. Clean and prepare surface thoroughly. Reinstall (Assumed based on Architectural Drawings. Field Verify as built Examine conditions. ace , repair , or repl where needed.) S ik NEW MODIFIED Detail information.) MULTIPLE PLY SBS POLYMER- ASPHALT roof system (See 3 on sheet 4.3 for further NEW 1/2" DENSDECK PRIME COVERBOARD (Securely adhere with Para-stik polyurethane adhesive as specified.) NEW POLYISOCYANURATE ROOF INSULATION, 7 MAX. THICKNESS PER LAYER (Each layer securely adhered with PARA-STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully-adhere with propane-fired roofing torches to prepared and primed substrate.) STAMP ' , NEW WOOD CANT STRIP (Mechanically attach as specified . ) • . • " v • . IIIIP 2 NEW GALV. STEEL STUCCO CASING BEAD $11/ ,,,. ;•4• ' i _., using like, waterproof fasteners. Bed in Project Approved polyurethane sealant) ' • • . • • a • ' . 4 .c) 6.3 PROJECT TITLE BOEING EMPLOYEES' CREDIT UNION , 0 ..s •• TiP T 1, .:•.• , • a • .44 , • . r . J) ' t.. , 1, •S' NEW 24 GA , KYNAR-FINISHED ' GALVALUM SHEET SCHEMATIC CROSS SECTION EXISTING CAST IN PLACE CONCRETE ROOF DECK & CURB (Prepare concrete substrate e 5 .3 NEW 24 KYNAR STEEL SKIRT FLASHING GALVALUM SHEET STEEL COUNTERFLASHING INSTALLED PARADIENE 40 FR TG SBS POLYMER-MODIFIED ASPHALT INTO EXISTING REGLET (See Detail GRANULE-SURFACED MEMBRANE BASE & WALL 2 on Sheet 4.3 for further information.) FLASHING (Fully - adhere with propane fired detail torch, mechanically fasten along top at 6" 0.C., extend onto field of roof beyond toe of cant 6" min. as shown.) PARADIENE 30 FR TG SBS POLYMER- MODIFIED ASPHALT GRANULE-SURFACED CAP SHEET (Fully-adhere with propane-fired roofing torches at field of roof and cant strip. Mechanically attach at wood substrate.) per LAYERS ARE EXPANDED AND Project specifications.) SEPARATED FOR CLARITY REROOFING & WATERPROOFING PROJECT 4. 12770 Gateway Drive Ttikwila WA 98168 , , , , NORTH SKYLIGHT -- KEY PLAN SKYLIGHT-TO-WALL INTERSECTION SKYLIGHT -- DECK-TO-CURB AT CURB SCALE : N.T.S. DRWG : SV/DJ APPROVED : MG SCALE : N.T.S. DRWG : SV/DJ APPROVED : MG SCALE : N.T.S DRWG : DJ APPROVED : MG CONTRACTOR TO DEMOLISH EXISTING STUCCO & SHEET METAL CLAD CHASE 4" EXISTING STUCCO CLADDING HEX HEAD HIGH DOME, EIDDM — EXISTING WOOD NAILER NEW PRE 24-GA. SHEET METAL KYNAR ROLLED RADIUS COPING CAP NEW HIGH TEMPERATURE RESISTANT SELF ADHERING MEMBRANE HEX HEAD,HIGH DOME, EPDM DRAWING NOTES CONSTRUCTION SET OF DRAWINGS BET&R DRAWINGS ONLY DEPICT THE INSTALLATION OF BUILDING ENVELOPE COMPONENTS. THESE DRAWINGS ARE NOT TO SCALE ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR . , • ,,,, • vx- A , ., , ,• • i t• * ..1, '*.k -!2 ■, 4' ... 1 . . . ,, •-•/ • ,., 2, -,..-: I ' , , r W • - ••-* „ - - 1100 U 41 1 1-1/4" I I 5" CLADDING SYSTEM 12" HEMMED THICKNESS DRIP PLUS 1/2" 24 GA KYNAR-FINISHED ,.• r.4 r, 4 " ‘,.. P - , 4 , ,, , .- , .:\ - , - 1. , ,M, , p, , , ,$•'`,J. , .t ,v, 4,- 1 , --• ,„., 4-A GALVALUM SHEET STEEL Z-REGLET AND SKIRT FLASHING 2 LAYERS OF NEW ASTM GASKETED SELF TAPPING SYSTEM & WEATHER-RESISTIVE BARRIER (WRB) (C f ll bo areuy remove tt rt om poi on of t succo as specified for installation of new roof system & counterfiashing Leave . WRB and metal lath intact Install vertical flange of reglet beneath the existing WRB. Add new WRB as required to ensure a properly sequenced, weatherproof, and watershedding application. Repair stucco to match the existing texture and paint to match the existing color.) NEW SCREWS (Fasten at 12" 0.C.) NEW 24-Gk KYNAR-FINISHED GASKETED SELF-TAPPING SCREW (Fasten at 12" 0.C.) • . , .. • p , • ., . • • , . - I NEW 24 GA KYNAR PRE FINISHED SHEET 7 METAL CLADDING WITH HEMMED BOTTOM EDGE & S-LOCK JOINERY NEW G-90 GALV. STEEL HAT CHANNELS (Anchor securely to concrete wall @l8" 0.C. on both flanges.) HEX HEAD,HIGH DOME, EPDM GASKETED SELF-TAPPING SCREWS (Fasten at 18" 0.C.) NEW 24-GA. KYNAR-FINISHED GALVALUM SHEET STEEL SKIRT FLASHING NEW MULTIPLE PLY SBS POLYMER- MODIFIED ASPHALT roof system (See GALVALUM SHEET STEEL SKIRT FLASHING EXISTING SHEATHING (Assumed - ,_*•,;•, 4.4. , .;., laiv—po' , dA - , , 2 ,, i, ' t4 ,ed ., 6 , .-,. - .0 0. --t-,,,, „ ,,, -'zi re, ;17-1- '4, '404 • ' •7-.. 4, .r& •4 i t - vi, ,,,, ,s. ) , , • ., li t ■ ' pi . I , -,-.$ .,... , , v - - -,;.:, , 4 ' ,-,. , : 4- „ ,,-.. 1.. , k . •-*. 2. , .- - 4 4 ■.. II 0. % ' . ■ 1) ■kl, st..- -, , ,, 4 , . . 4., - ' OWNER TO REROUTE EXISTING ELECTRICAL CONDUITS CONTRACTOR TO COORDINATE DEMOLITION, RE-CLADDING, AND RE-ROOFING WORK WITH OWNER'S ELECTRICAL WORK _ SIMILAR 5 / 5.3 WEATHER RESISTIVE BARRIER (Install as needed for a shingled and 100% watershedding installation) based on kchitectural Drawings. Field Verify as-built conditions. Examine, repair, or replace where needed.) NEW PMMA REINFORCED FLASHING t> • 4 . I> • • . , . • • GALV. STEEL STUCCO EXISTING GYPSUM WALL SHEATHING (Examine, : do air, r replace where .) EXISTING FRAMING WEEP SCREED NEW 24 KYNAR GALVALUM SHEET STEEL Z-REGLET (See Inset Detail 4-A for dimensions. Attach with HDG fiat head roofing nails @ 16" 0.C. into solid wood framing.) EXISTING SKYLIGHT-TO-WALL FLASHING TO REMAIN MEMBRANE (Extend and 2" min. onto flashing. Insta11100% EXISTING SKYLIGHT (Protect as necessary or harm 8" min vertically skylight, past existing watertight.) A • . • - 1 > . CONSTRUCTION ISSUE 08 TO REMAIN (Assumed based on Architectural Drawings. BID SET 06-12-08 TO REMAIN — to not damage during retrofit work.) • • • 4 • - ' • • • ' . . • Detail 3 on information.) sheet 4 3 for further . NEW 1/2" DENSDECK PRIME COVERBOARD (Securely adhere with Para-stik polyurethane adhesive as specified.) 95% PROGRESS SET 05-23-08 Field Verify as-built conditions.) NEW 24-GA. KYNAR-FINISHED GALVALUM SHEET STEEL SKIRT FLASHING (See Inset Detail 4-A for dimensions. Fasten securely with stainless steel stitch screws at 18" 0.C.) , ' NEW PMMA REINFORCED FLASHING MEMBRANE (Extend vertically and 2" min. onto skylight, past existing flashing. Install 100% watertight. Fill voids with Pro-Paste per Siplast written instructions.) 50% PROGRESS SET 03 8 ISSUE/REVISION DATE NEW WOOD CANT STRIP (Mechanically attach as specified.) EXISTING GYPSUM .. . DWG DJ TO REMAIN to not damage work.) CHK MG NEW POLYISOCYANURATE ROOF INSULATION, 7 MAX. THICKNESS . . . , PER LAYER (Each layer securely adhered with PARA-STIK polyurethane adhesive as specified.) PARADIENE 20 TS SBS POLYMER- MODIFIED ASPHALT VAPOR RETARDER (Fully-adhere with SHEET CONTENTS SKYLIGHT DETAILS SHEATHING (Assumed based on Architectural Drawings. Field Verify as-built conditions. Examine, repair, or replace where needed.) . . . • . . • A • ' • I> • (1) EXISTING SKYLIGHT (Protect as necessary or harm during retrofit . • ' A ' propane-fired roofing torches to prepared and primed substrate.) EXISTING CAST IN PLACE sCHEMATIC CROSS SECTION CONCRETE ROOF DECK & CURB (Prepare concrete substrate SCHEMATIC CROSS SECTION per LAYERS ARE EXPANDED AND Project specifications.) SEPARATED FOR CLARITY , b LAYERS ARE EXPANDED AND SEPARATED FOR CLARITY SHEET NUMBER 5.3 SKYLIGHT-- CHASE REMOVAL SKYLIGHT -- SKYLIGH-TO-WALL SKYLIGHT -- ROOF DECK-TO-CURB AT WALL 2 Palm' r n f C 2nnn - in nini( l FNVFLOPF TFCH C) OCW It RFSFARCw SCALE : N.T.S. DRWG : SV/DJ APPROVED : MG SCALE : N.T.S. DRWG : SV/DJ APPROVED : MG SCALE : N.T.S. DRWG : DJ APPROVED : MG