The URL can be used to link to this page

Home My WebLink AboutPermit D17-0115 - SOUTH CENTER VIEW OWNERS ASSOCIATION - REROOFSOUTH CENTER VIEW ASSOC - REROOF 15280 MACADAM RD S EXPIRED 12/24/17 D17-0115 Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888950000 Permit Number: 15280 MACADAM RD S BLDG E SOUTH CENTER VIEW ASSOC - REROOF Issue Date: Permit Expires On: D17-0115 6/27/2017 12/24/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: „ WA, STEVE CONELLEY 15210 MACADAM RD S #D104 , TUKWILA, WA, 98188 RUFF CONSTRUCTION INC 6505 233RD PL SE , WOODINVILLE, WA, 98072 RUFFCM1016DK SOUTH CENTER VIEW OWNERS ASSOCIATION 11211 SLATER AVE NE - SUITE 150 , KIRKLAND, WA, 98033 Phone: (425) 749-6730 Phone: Expiration Date: DESCRIPTION OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS THE COMPLETE REROOFING OF A COMMERCIAL CONDOMINIUM BUILDING Project Valuation: $70,732.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,095.38 Occupancy per IBC: R-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: LaA, Date: 6-)'--7"(7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name:5 1 0 Co l,set `— This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** • 0612 EXT ROOFING INSUL 0103 PRE-REROOF 0401 ROOF SHEATHING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Qth Center View Condo - Building E Reroof Building Permit No. Project No pli-oIi� 11;1 Date Application Accepted: 1/1 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 15280 Macadam Road S; Tukwila, WA King Co Assessor's Tax No.: 788895-0000 Suite Number: Floor: Tenant Name: South Center View Owners Association New Tenant: ❑ Yes ..No PROPERTY OWNER Name: South Center View Owners Association Address: 11211 Slater Avenue NE, Suite 150 City: Kirkland State: WA Zip: 98033 CONTACT PERSON — person receiving all project communication Name: Steve Conelley Address: 15210 Macadam Road South #D104 City: Tukwila State: WA Zip: 98188 Phone: (425) 749-6730 Fax: Email: srconelley@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Ruff Construction, Inc. Address: 6505 233rd Place SE City: Woodinville State: WA Zip: 98072 Phone: (425) 487-0702 Fax: (425) 867-0962 Contr Reg No.: RUFFCMI016DK Exp Date: 02/16/2019 Tukwila Business License No.: BUS -0997625 ARCHITECT OF RECORD Company Name: Dimensional Building Constultants Engineer Name: Erika D. Pfeiffer Company Name: City: Bellevue State: WA Zip: 98005 Phone: (425) 455-2046 Fax: (425) 455-2069 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Dimensional Building Constultants Engineer Name: Erika D. Pfeiffer Address: 626 120th Avenue NE, Suite B101 City: Bellevue State: WA Zip: 98005 Phone: (425) 455-2046 Fax: (425) 455-2069 Email: erika@dimensionalbc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: South Center View Owners Association Address: 11211 Slater Avenue NE, Suite 150 City: Kirkland State: WA Zip: 98033 1 of 4 Qtth Center View Condo - Building E Reroof BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 70,732 Describe the scope of work (please provide detailed information): The scope of work for this project is the complete reroofing of a commercial condominium building. Existing Building Valuation: $ 7 Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm B None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list ofmaterials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS' Floor 17,963 0 2nd Floor 17,963 0 3rd Floor 17,963 0 Floors 1 thru 3 53,889 0 Basement 0 0 Accessory Structure* 0 0 Attached Garage 0 0 Detached Garage 0 0 Attached Carport 0 0 Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm B None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list ofmaterials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 2 of 4 Qth Center View Condo - Building E Reroof PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): The project is a targeted exterior restoration, amounting to a full strip and reclad which will include: structural repairs as required; new roofs, gutters and downspouts; new siding and flashings; new windows and sliding glass doors; wood window trim; repair of all decks as required; new deck coatings and railings; new lobby/stairway carpeting; new stairway, deck, and patio exterior lighting; new exterior pole lighting; and other work as specified in the construction documents. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees andestimate sheet Water District 0 ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided Sewer District O ...Tukwila ❑ ...Sewer Use Certificate El .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way El Non Right-of-way 0 El ...Total Cut El ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) El .. Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank El .. Grease Interceptor El ...Cap or Remove Utilities El .. Curb Cut El .. Channelization El ...Frontage Improvements El .. Pavement Cut El .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line El .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water El ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # E l ...Water Only Meter Size WO # El ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public El Private El ❑ ...Water Main Extension Public El Private ❑ .51 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip 3 of 4 0 OHth Center View Condo - Building E Reroof ,PERMS IT A LICATIONNN®QTI Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER A R)D AGENT: Signa,. ,• z.1 P,r.,- Name: Steve Conelley Mailing Address: 15210 Macadam Road h #D104 Date: Z-% Day Telephone: (425) 74'9-67 0 Tukwila WA City State 98188 Zip 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ( ACCOUNT QUANTITY PermitTRAK ' PAID $1,295.93 D17-0115 Address: 15280 MACADAM RD S BLDG E Apn: 7888950000 $1,295.93 DEVELOPMENT $1,234.43 PERMIT FEE R000.322.100.00.00 0.00 $1,229.93 WASHINGTON STATE SURCHARGE B640.237,114 0.00 $4.50 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11818 R000.322.900.04.00 0.00 $61.50 . $1,295.93 Date Paid: Tuesday, June 27, 2017 Paid By: SOUTH CENTER VIEW OWNERS ASSOC Pay Method: CHECK 26 Printed: Tuesday, June 27, 2017 3:43 PM 1 of 1 CiSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $799.45 D17-0115 Address: 15280 MACADAM RD S BLDG E Apn: 7888950000 $799.45 DEVELOPMENT $799.45 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11357 R000.345.830.00.00 0.00 $799.45 $799.45 Date Paid: Tuesday, April 25, 2017 Paid By: SOUTH CENTER VIEW CONDOS Pay Method: CHECK 21 Printed: Tuesday, April 25, 2017 3:15 PM 1 of 1 CRSYSTEMS 11/2/2017 City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 RE: Permit No. D17-0115 SOUTH CENTER VIEW ASSOC - REROOF 15280 MACADAM RD S - BLDG E Dear Permit Holder: Allan Ekberg, Mayor 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/24/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/24/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0115 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0115 DATE: 04/25/17 PROJECT NAME: SOUTH CENTER VIEW ASSOC REROOF SITE ADDRESS: 15280 MACADAM RD S - BLDG E X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works 11 km soc tzim Fire Prevention Structural Planning Division ❑ Permit Coordinator M PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/27/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/25/17 Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 RUFF CONSTRUCTION & MAINTC Home Espanol Contact Search L&I Page 1 of 2 �iftC#i ' • A -Z. Index Help My I&.1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries RUFF CONSTRUCTION & MAINT INC Owner or tradesperson Principals JOHNSON, MICHAEL A JOHNSON, MICHAEL D, MEMBER Doing business as RUFF CONSTRUCTION & MAINT INC WA UBI No. 601 868 886 6505 233RD PI SE WOODINVILLE, WA 98072 425-487-0702 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. RUFFCMI016DK Effective — expiration 03/12/1999— 02/16/2019 Bond ..............._ CBIC Bond account no. SI2851 $12,000.00 Received by L&I Effective date 05/11/2009 05111/2009 Expiration date Until Canceled Insurance Kinsale Insurance Company Policy no. 0100007580 $1,000,000.00 Received by L&I Effective date 09/15/2016 09/1512013 Expiration date 09/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601868886&LIC=RUFFCMI016DK&SAW= 6/27/2017 RUFF CONSTRUCTION & MAINANC INC License Violations No license violations during the previous 6 period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 850,601-01 Doing business as RUFF CONSTRUCTION INC Estimated workers reported Incomplete premium report received. L&I account contact Employer Services Help Line — 360-902-4817 Call L&I account representative for account status. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601868886&LIC=RUFFCMI016DK&SAW= 6/27/2017 GENERAL NOTES: ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENT THE CONSTRUCTION DOCUMENTS. THE "CONSTRUCTION DOCUMENTS" MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILIT❑ OF THE CONTRACTOR TO VISIT THE SITE AND VERIFD ALL SITE CONDITIONS. THE CONTRACTOR SHALL VERIFD EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER RED UIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. APPLICABLE CODES: ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPL❑ WITH THE 2015 INTERNATIONAL BUILDING CODE WITH ALL APPLICABLE STATE AND CITD AMENDMENTS BUILDING INFORMATION: ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN RED UEST IS MADE FOR CONSIDERATION. AND SUBSTITUTION RED UEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING: A. THE PRODUCT HAS ED UAL PH❑SICAL PROPERTIES TO THE SPECIFIED MATERIAL, DEAR BUILT: 1978 ORIGINAL CONSTRUCTION TDPE: THREE-STORD CONDOMINIUM: TDPE V - A, NO CHANGE B. THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. ORIGINAL OCCUPANCD GROUP: R2 -CONDOMINIUM, NO CHANGE THE CONTRACTOR SHALL VERIFD THE MATERIAL COMPATIBILIT❑ OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETD AND FALL PROTECTION PLAN, A CORD OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARD MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLODEES AND SUBCONTRACTORS. . THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCD TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF RE❑UIRED, OUTSIDE OF NORMAL BUSINESS HOURS. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLEL❑ RESPONSIBLE FOR ALL RELEVANT CITD, COUNT❑, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: ORIGINAL FIRE RESISTANCE BASED ON PROPERT❑ LINES: TOPE V-A (CONDOMINIUMS): NO CHANGE IN FIRE RESISTANCE ZONING: HDR (HIGH DENSITD RESIDENTIAL) LEGAL DESCRIPTION BUILDING E: PARCEL NO: 788895-0000 PLAT BLOCK/ BUILDING NUMBER: BLD E PLAT LOT NUMBER: UNIT D-101 ❑UARTER-SECTION-TOWNSHIP-RANGE: SW -23-23-4 SOUTH CENTER VIEW CONDOMINIUMS ROOF REPAIR BUILDING 'E' 15280 MACADAM RD S. A. PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B. PROVISIONS FOR ELECTRICAL SAFETD. C. PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL RED UIREMENTS FOR SAFETD IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETD AND FALL PROTECTION PROGRAMS. D. PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETD DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETD OF THE WORK SHALL APPLD TO ALL WORK UNDER THIS CONTRACT. FEDERAL, STATE AND LOCAL INSPECTORS SHALL BE GRANTED ACCESS TO THE WORK FOR INSPECTION WITHOUT FIRST OBTAINING A SEARCH OR ADMINISTRATIVE WARRANT. 10. IF THE CONTRACTOR OBSERVES THE EXISTENCE OF AND MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLD NOTIFD THE OWNER. THE CONTRACTOR SHALL NOT PERFORM AND WORK INVOLVING THE MATERIAL OR AND WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLD RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLODEES, INCLUDING AND ACTS OR OMISSIONS OF SUCH INVITEES. ALL INVITEES SHALL SIGN -IN AT. 12. THE CONTRACTOR AND NOT THE CONSULTANT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNI❑UES, SEDUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSL❑ SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETD AND FALL PROTECTION PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 13. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION, EXAMINATION AND TESTING AT AND AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORIT❑ TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND RED UIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILD CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILD REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTL❑ SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNERS OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED B❑ THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. PROJECT TEAM: OWNER: SOUTH CENTER VIEW OWNERS ASSOCIATION 11211 SLATER AVE NE, SUITE 150 KIRKLAND, WA 98033 OWNER'S REPRESENTATIVE/ FACILITY MANAGER: SOUTH CENTER VIEW OWNERS ASSOCIATION 15210 MACADAM ROAD S, ED104 TUKWILA, WA 98188 CONTACT: STEVE CONELLED TEL: (425) 749-6730 EMAIL: srconelleyD comcast.net BUILDING CONSULTANT: DIMENSIONAL BUILDING CONSULTANTS, LLC 626 120TH AVENUE NE, SUITE 8101 BELLEVUE, WA 98005 CONTACT: MARTIN FLORES TEL: 425-455-2046 EMAIL: martinD dimensional❑c.com Sheet List Tale Sheet Num der Sheet Title G-1.0 GENERAL NOTES, DRAWING INFO., SITE PLAN ❑ INDEX G-1.1 SCOPE OF WORK AND SPECIFICATIONS D-1.1 BUILDING E DEMOLITION - NORTH, EAST D WEST ELEVATIONS WP -1.3 BUILDING E - ROOF PLAN WP -4.3 ELEC DOGHOUSE ❑ EXT. LIGHTING DETAILS WP -5.0 UNVENTED ROOF DETAILS WP -5.1 VENTED ROOF DETAILS WP -5.2 ROOF DETAILS WP -5.3 SHINGLES MANUFACTURER INSTRUCTIONS NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. SIGNED ON 4.21.2017 CONSTRUCTION MANAGER: GSG GROUP, INC 144 RAILROAD AVE, 0101 EDMONDS, WA 98020 CONTACT: DOUG SAGE TEL: (425) 771-9349 EMAIL: doug❑ gsggroup.net VICINIT SOUTH CENTER VIEW CONDOMINIUMS BUILDING E 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAD RED UEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFD THE INTENT CONVEDED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS RED UEST SHALL PRECISELD STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WH❑ IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE RE❑UESTED INFORMATION IS RED UIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCD IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFD THE CONSULTANT IN WRITING AS SOON AS REASONABLD POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT RE❑UIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER RED UIRES ADDITIONAL WORK, HE SHALL NOTIFD THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REDUEST FOR CHANGE ORDER ALONG WITH A DETAILED SUBSTANTIATING COST PROPOSAL THRU THE CONSULTANT TO THE OWNER. 17. SUBMITTALS SHALL BE FORWARDED WITH REASONABLE TIME FOR REVIEW TO THE CONSULTANT FOR APPROVAL IF RED UIRED B❑ THE SPECIFICATIONS OR SCOPE OF WORK OR IF RE❑UESTED B❑ THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BD A SUBMITTAL SHALL BE FABRICATED BD THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. 18. IF A SUBMITTAL INDICATES A DEPARTURE FROM THE CONTRACT RED UIREMENTS, THE CONSULTANT MAD REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAD RECOMMEND IT TO THE OWNER, WHO SHALL APPROVE OR REJECT IT AS THE OWNER, IN ITS SOLE DISCRETION, SEES FIT. THE DEPARTURE FROM THE CONTRACT REDUIREMENTS SHALL BE FURTHER AUTHORIZED B❑ A CHANGE ORDER, IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. 19. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. APPROVAL OF THE CONTRACTORS SUBMITTALS B❑ THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITD OF COMPLDING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED B❑ CHANGE ORDER. CONTRACTOR: RUFF CONSTRUCTION, INC. 6505 233rd PLACE SE WOODINVILLE, WA 98072 CONTACT: DAWN FRASER TEL: (425) 487-0702 EMAIL: mailD ru❑i¢onstruction.com The undersigned has provided building envelope drawings that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.020 through 64.55.090. Third party inspections will also be provided in accordance with RCW 64.55.030. Sp ARA C: � . ^ QUIP .. giftectiooicai Plumbing trdas Piping City 8UIC of Tukwila .�_.I NG DIVISION oe r rw�w �►iiw�rat& a�► ,ri ••w►w► 11 E j it mar v 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILIT❑ OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILIT❑ SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITD. 21. UNLESS OTHERWISE SPECIFICALL❑ PROVIDED IN THE CONTRACT, ALL E❑UIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLD APPROVED B❑ THE OWNER OR RED UIRED BD THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK AND MATERIALS CONTAINING ASBESTOS OR AND MATERIAL KNOWN B❑ THE INDUSTR❑ TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST ❑UALIT❑ FOUND IN THE BUILDING INDUSTRD IN EVERD RESPECT. ALL ITEMS OF WORK SHALL BE DONE B❑ CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVIT❑ TO WHICH THE: ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTORS EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST ❑UALIT❑ STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORIT❑, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, E❑UIPMENT OR WORKMANSHIP, WHICH ARE DEFECTIVE, INFERIOR, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCUMENTS. 24. IF THE CONTRACTOR FINDS A GROWTH ON THE MATERIALS TO BE REMOVED WHICH THEE] ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL H❑GIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNI❑UES INCLUDING PERSONAL PROTECTION E❑UIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PH❑SICALL❑ DAMAGED B❑ A GROWTH AND ROT WILL BE REMOVED PER THE H❑GIENISTSLPROTOCOL. REVISIONS No changes shsfl bo made to the score of work without prior approval ot i ukr/i{a B' l`!C ng DivHO'1 • NOTE: n vi : i i� n : !n sdCo i ,t!': -c _ _ FILE COPY Permit No. 1),[1D119 - Plan 3��'is y ;,''ttDerrors cn.4r' Approval of con a r� �� ., �� r ,� t - the of , �qlS /-� '�1 P+ ..._.; the violation any y adopted code L; 1 orcijnari a"! F of approved Field Copy and co o' o is i By: Date: .b z 0 1- O F— W L.L.. 0 W F W • W 0 z W rt 0 U- 0 0 ct REVIEWED FOR CODE COMPL ANCE APPROVeG' .T NO. APR 2 8 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA GENERAL NOTES, DRAWING APR 25 2011 INFO., SITE PLAN. ❑ INDEX SITE PLAN PERMIT CENTER DATE: 04/21/2017 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC SCOPE OF WORK SECTION 1.0 GENERAL REQUIREMENTS 1. PROVIDE GENERAL CONDITIONS APPROPRIATE FOR PERFORMING THE SCOPE OF WORK DESCRIBED HEREIN. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, ETC., THAT ARE NECESSARY TO PERFORM THE WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHOULD VISIT THE SITE AND REVIEW THE EXISTING CONDITIONS AND FEATURES, AS WELL AS EXAMINE THE ORIGINAL DRAWINGS AND SPECIFICATIONS USED TO CONSTRUCT THE BUILDING COMPLEX, ASSOCIATED WITH EXECUTING THE PROPOSED SCOPE OF WORK. 2. PROVIDE ACCESS TO THE WORK AREAS USING A PROPERLY ENGINEERED SCAFFOLDING SYSTEM. PROVIDE TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING BEING REPAIRED AS REQUIRED TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. 3. PROTECT LANDSCAPING AND IRRIGATION SYSTEMS AS REQUIRED TO ACCOMPLISH THE WORK, OR REMOVE AND REPLACE LANDSCAPING AND IRRIGATION SYSTEMS, WHICHEVER IS MORE COST EFFECTIVE. FOLLOWING THE WORK, THE IRRIGATION SYSTEM SHOULD BE TESTED TO VERIFY THAT IT FUNCTIONS PROPERLY. ALL DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL EXPENSE. 4. THE OWNER WILL SECURE THE MAIN CONSTRUCTION PERMIT. THE CONTRACTOR SHALL SUBMIT FOR AND OBTAIN ANY SUPPLEMENTAL PERMITS NECESSARY TO CARRY OUT THE WORK; THE COST FOR THE ADDITIONAL PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER AND SHALL BE BILLED AS AN EXPENSE. 5. THE COST OF CONSTRUCTION SHALL INCLUDE A BREAKDOWN OF COSTS BY TASKS. THE COST OF CONSTRUCTION SHALL FOLLOW THIS SCOPE OF REPAIR AS CLOSE AS POSSIBLE. 6. IT IS INTENDED TO KEEP THE CONDOMINIUM HOMES OCCUPIED DURING THE PERFORMANCE OF THE WORK. PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE UNIT OCCUPANTS AND THE NEIGHBORS TO COMPLY WITH IBC CHAPTER 33. PROVIDE PROPER TEMPORARY RAILING TO THE EXTERIOR DOORS AT ALL ELEVATED DECKS AND SLIDING GLASS DOORS. TEMPORARY RAILING MUST MEET CURRENT CODE FOR LATERAL RESISTANCE, HEIGHT AND MAXIMUM SEPARATION OF MEMBERS NOT TO ALLOW A 4 INCH SPHERE TO PASS THROUGH AND ALL OTHER APPLICABLE CODE REQUIREMENTS. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE OF THE WORK SCHEDULE PER UNIT TO OWNER TO MINIMIZE INCONVENIENCE TO TENANTS. 7. ONCE THE WORK IS COMPLETED IN ANY AREA OF THE PROJECT, THE WALL AND DECK SURFACES SHOULD BE CLEANED. WOOD SURFACES SHOULD BE REPAINTED WHERE DAMAGE HAS OCCURRED TO MATCH THE ORIGINAL FINISH. AT ANY INTERIOR SPACES IN THE CONDOMINIUM HOMES WHERE WORK HAS BEEN PERFORMED, THE INTERIORS SHALL BE CLEANED TO THE CONDITION THAT EXISTED PRIOR TO THE WORK BEING PERFORMED. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING PRE-EXISTING DAMAGE TO THE INTERIOR FINISHES. 8. THE CONTRACTOR SHALL PROCURE AND MAINTAIN ACCEPTABLE SAFETY AND SECURITY MEASURES, AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAW INCLUDING, WITHOUT LIMITATION, ALL OSHA AND WSHA REQUIREMENTS REGARDING SAFETY. 9. THE CONTRACTOR SHALL BE PROVIDED WITH A DESIGNATED AREA WITHIN THE COMPLEX TO BE USED FOR THE STORAGE OF MATERIALS AND EQUIPMENT BEFORE COMMENCING WITH THE WORK. THE SECURITY OF THE MATERIALS AND EQUIPMENT STORED ON-SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE PROVIDED WITH A LOCATION TO PLACE A TEMPORARY CONSTRUCTION OFFICE AT THE SITE. THE SECURITY OF THE CONSTRUCTION OFFICE IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. NOT USE 12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT BUILDING CODE REQUIREMENTS. CONSIDER THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA WILL BE APPLICABLE FOR THIS PROJECT. 13. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH ALL COMPONENTS OF THE PROJECT, SITE LAYOUT, FACILITIES, AND TO MEASURE TO CONFIRM QUANTITIES. 14. ATTEND A PRECONSTRUCTION SITE MEETING WITH THE ASSOCIATION REPRESENTATIVE TO REVIEW THE WORK AREA PRIOR TO COMMENCEMENT OF THE PROJECT. 15. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 8:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND OWNER IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. SATURDAY WORK IS PERMITTED UPON WRITTEN REQUEST. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. 16. STORAGE OF CONSTRUCTION RELATED MATERIALS, PARKING FOR CONSTRUCTION RELATED VEHICLES, ETC.. WILL BE DISCUSSED DURING THE PRECONSTRUCTION MEETING. 17. THE USE OF BUILDING WASHROOM IS NOT PERMITTED. CONTRACTOR TO PROVIDE ALL THE NECESSARY FACILITIES TO COMMENCE AND COMPLETE THE PROJECT WITHOUT INTERRUPTION OF EITHER THE SCHEDULE OR RESIDENTS. 18. THE CONTRACTOR SHALL DOCUMENT WITH LOG AND PHOTOS ALL EXISTING CONDITIONS OF AREAS TO BE IMPACTED BY THE PROPOSED SCOPE OF WORK, ESPECIALLY THOSE AREAS WHERE ALLOWANCES ARE IMPACTED. 19. THE CONTRACTOR SHALL ATTEND WEEKLY PROJECT MEETINGS BETWEEN THE CONTRACTOR, THE PROJECT ARCHITECT/ENGINEER, AND OWNER DURING THE COURSE OF THE REPAIR PROJECT. THE DATE AND TIME OF THE WEEKLY PROJECT MEETINGS WILL BE ESTABLISHED AT THE TIME THE PROJECT IS READY TO COMMENCE, BUT MAY BE DEVIATED FROM WITH THE CONSENT OF ALL PARTIES AS CONDITIONS WARRANT. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, TEMPORARY BRACING, CONSTRUCTION TECHNIQUES AND CONSTRUCTION SEQUENCES IN CONNECTION WITH PERFORMING THE WORK. 21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE OCCUPANTS AND PUBLIC FROM INJURY DURING THE COURSE OF THE PROJECT. 23. ALL NEW MATERIAL SHALL MATCH EXISTING MATERIAL AS CLOSE AS POSSIBLE, INCLUDING COLOR, TEXTURE AND FINISH DETAILS. 24. ALL OF THE SPECIFIED REPAIR WORK SHALL BE CARRIED OUT WITHIN THE AGREED TIMEFRAME TO BE ESTABLISHED WITHIN THE CONSTRUCTION CONTRACT. 25. THE CONTRACTOR SHALL GUARANTEE ALL REPAIR WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE REPAIRS. ADDITIONAL MATERIAL WARRANTIES SHALL COMPLY WITH THE DESIGN AND CONTRACT DOCUMENTS AND MUST BE FULLY TRANSFERABLE TO THE OWNER. 26. CONTRACTOR TO INSTALL AND COORDINATE INSPECTIONS WITH ALL MANUFACTURERS' REPRESENTATIVE TO ACHIEVE A MAXIMUM AVAILABLE WARRANTY FOR ALL BUILDING MATERIALS AND COMPONENTS. 27. CONTRACTOR TO TIMELY PROCESS ALL WARRANTY PAPERWORK AND ENSURE ALL INSPECTIONS REQUIRED BY WARRANTIES ARE PERFORMED ON SCHEDULE. 28. CONTRACTOR TO MAINTAIN, DELIVER TO OWNER AT PROJECT COMPLETION, A NOTEBOOK BINDER (AND ELECTRONIC COPY OF THE SAME) CONTAINING COMPLETE RECORD AND COPIES OF ALL WARRANTIES, MSDS, REQUIRED INSPECTION REPORTS, OWNER'S MANUALS, AND ORIGINAL PRODUCT DOCUMENTATION. 29. THE CONTRACTOR MAY USE ELECTRICITY AND WATER CURRENTLY AT THE SITE IN CONJUNCTION WITH PERFORMING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SANITARY FACILITIES AND DRINKING WATER FOR THE WORKERS DURING THE COURSE OF THE CONSTRUCTION WORK. COORDINATE SPECIFIC AREAS OF POWER SUPPLY WITH THE OWNER. 30. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN AND SAFE APPEARANCE AND MAINTAIN A CLEAN APPEARANCE OF THE SITE AT THE END OF EACH WORK DAY FOR THE SAFETY OF THE OCCUPANTS AND VISITORS. 31. ALL WORKMANSHIP SHALL BE OF THE HIGHEST FOR THE TRADE, BUT NOT LESS THAN THE MINIMUM SPECIFIED BY THE PRODUCT MANUFACTURER PUBLISHED LITERATURE. 32. UPON COMPLETION OF THE REPAIRS IN THE AREA OF WORK, THE CONTRACTOR MUST DEVELOP A PUNCH LIST OF ALL THE CORRECTION WORK, AND PROVIDE AN EXECUTED (COMPLETED) COPY TO THE OWNER. 33. A SUBSEQUENT COMBINED OWNER'S REPRESENTATIVE/ ARCHITECT/ENGINEER AND CONTRACTOR "FINAL PUNCH LIST" OF WORK ITEMS WILL BE COMPLETED AS PART OF THE PROJECT CLOSE-OUT. ALL ITEMS ON THE PUNCH LIST SHALL BE CORRECTED/REPAIRED BEFORE THE OWNER'S FINAL ACCEPTANCE OF THE WORK. 34. THE INSTALLATION OF ANY AND ALL EXTERIOR WALL ASSEMBLY MATERIALS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE GYPSUM ASSOCIATION, ASTM STANDARDS, SMACNA AND THE DESIGN DOCUMENTS. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. 35. REVIEW THE SITE AND NOTIFY THE ASSOCIATION REPRESENTATIVE OF ANY LANDSCAPING THAT IS IN THE WAY OF THE WORK OR WILL LIKELY BE DAMAGED DURING THE COURSE OF THE WORK. OWNER TO ARRANGE FOR REMOVAL IF DEEMED NECESSARY. 2.0 DEMOLITION - NON VENTED ROOF ASSEMBLY 1. COORDINATE ALL DEMOLITION WITH THE EXTERIOR WALL PROJECT. CONTRACTOR TO INFORM THE OWNER, THE PROJECT ENGINEER AND THE AFFECTED RESIDENTS OF WHEN WORK WILL COMMENCE AND BE RESPONSIBLE FOR ALL NOTICE POSTINGS. CONSTRUCTION NOTICES WILL BE POSTED A MINIMUM OF 72 HOURS IN -ADVANCE OR AT THE DIRECTION OF THE OWNER. 2. ACCESS SYSTEM (PUMP JACKS, SCAFFOLDING, ETC.) SHALL NOT INTERFERE WITH ACCESS TO AND FROM THE UNITS AND OR PATHWAYS. ACCESS SYSTEM(S) WILL BE ERECTED WITH SAFETY NETS AND IN COMPLETE COMPLIANCE WITH OSHA. 3. ROOF DEMOLITION - CLERESTORY (NON -VENTED VAULTED CEILING @ SOUTH SIDE OF THE BUILDING). REMOVE AND LEGALLY DISPOSE OF ALL EXISTING ROOF SHINGLES, ROOF UNDERLAYMENT, ROOF FLASHINGS, 1 INCH EPS INSULATION, GUTTER AND LEADER, AND ALL OTHER RELATED ROOF ACCESSORIES. 4. ROOF DEMOLITION - T&G ROOF SHEATHING. EXAMINE AND REPLACE ONLY AS NECESSARY, UTILIZING ALLOWANCE FIGURES. COORDINATE WITH THE OWNER AND PROJECT ENGINEER. ALL AREAS IN NEED OF REPLACEMENT SHALL BE PHOTO DOCUMENTED AND PRESENTED TO THE OWNER AND PROJECT ENGINEER FOR REPLACEMENT. 5. ROOF DEMOLITION -TRANSITIONS AT EXTERIOR WALL - DEMOLITION. COORDINATE WITH EXTERIOR WALL PROJECT. 3.0 DEMOLITION - VENTED ROOF ASSEMBLY 1. COORDINATE ALL DEMOLITION WITH THE EXTERIOR WALL PROJECT. CONTRACTOR TO INFORM THE OWNER, THE PROJECT ENGINEER AND THE AFFECTED RESIDENTS OF WHEN WORK WILL COMMENCE AND BE RESPONSIBLE FOR ALL NOTICE POSTINGS. CONSTRUCTION NOTICES WILL BE POSTED A MINIMUM OF 72 HOURS IN -ADVANCE OR AT THE DIRECTION OF THE OWNER. 2. ACCESS SYSTEM (PUMP JACKS, SCAFFOLDING, ETC.) SHALL NOT INTERFERE WITH ACCESS TO AND FROM THE UNITS AND OR PATHWAYS. ACCESS SYSTEM(S) WILL BE ERECTED WITH SAFETY NETS AND IN COMPLETE COMPLIANCE WITH OSHA. 3. ROOF DEMOLITION - VENTED ASSEMBLY BUILDING D. REMOVE AND LEGALLY DISPOSE OF ALL EXISTING ROOF SHINGLES, ROOF UNDERLAYMENT, ROOF FLASHINGS, GUTTER AND LEADER, AND ALL OTHER RELATED ROOF ACCESSORIES. 4. ROOF DEMOLITION - ROOF SHEATHING. EXAMINE AND REPLACE ONLY AS NECESSARY, UTILIZING ALLOWANCE FIGURES. COORDINATE WITH THE OWNER AND PROJECT ENGINEER. ALL AREAS IN NEED OF REPLACEMENT SHALL BE PHOTO DOCUMENTED AND PRESENTED TO THE OWNER AND PROJECT ENGINEER FOR REPLACEMENT. 6. ROOF DEMOLITION -TRANSITIONS AT EXTERIOR WALL - DEMOLITION. COORDINATE WITH EXTERIOR WALL PROJECT. 4.0 INSTALLATION - NON -VENTED ROOF ASSEMBLY 1. COORDINATE ALL WORK WITH THE EXTERIOR WALL PROJECT. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. NOTE THAT 100% OF THE ROOF SHINGLES IS TO BE COMPLETELY REMOVED AND REPLACED, INCLUDING THE MAIN BUILDINGS, POOL HOUSE AND MAIL PAVILIONS. REFER TO THE ROOF PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE WITH EXTERIOR WALL REPAIRS, INTERIOR REPAIRS, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE ROOF FLASHINGS, INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER. 5. AT THE AREAS DESIGNATED FOR ROOF REPLACEMENT, CAREFULLY REMOVE AND DISPOSE OF THE EXISTING ASPHALT SHINGLE, UNDERLAYMENT, RELATED METAL FLASHINGS, VENT JACKS AND DISPOSE OF THEM IN A LEGAL MANNER. 6. WHERE THE T&G ROOF SHEATHING IS NO LONGER IN GOOD SERVICEABLE CONDITION DUE TO MOISTURE INTRUSION, COORDINATE REPLACEMENT WITH OWNER AND PROJECT ENGINEER. CONFIRM THE DECKING IS SOUND PRIOR TO COVERING. COORDINATE WITH INSPECTOR. 7. PERIMETER BLOCKING. PROVIDE AND INSTALL WOO DPERIMETER BLOCKING AS DETAILED IN THE DRAWINGS. COORDINATE ATTACHMENT OF PERIMETER BLOCKING TO EXISTING STRUCTURE WITH PROJECT ENGINEER. 8. VAPOR RETARDER. PROVIDE AND INSTALL ASTM E96 CLASS 1 VAPOR RETARDER, WITH 0.01 PERMS OR LESS WHEN TESTED PER METHOD A. ENSURE ALL SEAMS AND PERIMETER TERMINATIONS ARE SEALED/TAPED OFF. 9. INSULATION. PROVIDE AND INSTALL CONTINUOUS EXTERIOR INSULATION CONSISTING OF R38 RIGID INSULATION BOARD, IN NOT LESS THAN 2 LAYERS. LAYERS MUST HAVE THE JOINTS IN THE INSULATION STAGGERED MINM. 24 INCHES. INSULATION CAN BE SET LOOSE LAID PROVIDED IT IS IMMEDIATELY COVERED BY SUBSEQUENT SHINGLE WOOD SHEATHING. 10. SHINGLE WOOD SHEATHING. PROVIDE AND INSTALL NEW 1/2 INCH EXTERIOR GLUE CDX PLYWOOD SHEATHING. FASTEN THE SHEATHING INTO THE T&G SHEATHING WITH #10 FLAT HEAD SCREWS AT 24 INCHES ON CENTER IN A GRID ARRAY, THROUGHOUT, OR AS REQUIRED BY THE PROJECT ENGINEER, WHICHEVER IS MORE STRINGENT. 11. METAL - EAVES AND RAKES. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL FLASHINGS AT EAVES AND RAKES. ENSURE ALL LAPS ARE A MINIMUM 3" AND SEALED WITH DOUBLE BEAD OF CAULKING. SECURE TO SUBSTRATE WITH ROOFING NAILS INSTALLED MAX. 8 INCHES ON CENTER. 12. METAL - STEP FLASHINGS. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL STEP FLASHINGS AT WALL TRANSITIONS. THE VERTICAL FLANGE OF THE STEP FLASHINGS MUST BE A MINIMUM OF 6 INCHES. INTEGRATE NEW KICK -OUT FLASHING WITH NEW WALL WRB AND STEP FLASHINGS AT GUTTER TERMINATION. 13. ICE DAMMING PROTECTION - EAVE. PROVIDE AND INSTALL SELF -ADHERING ICE DAMMING PROTECTION ALONG THE GUTTER EAVES AS ADDITIONAL WATER BACKSPLASH PROTECTION TO THE PLYWOOD EDGE. THIS LAYER IS CONSIDERED ADDITIONAL TO THE INSTALLATION REQUIREMENTS FOR THE SYNTHETIC UNDERLAYMENT. 14. ICE DAMMING PROTECTION - VALLEYS. PROVIDE AND INSTALL A FULL ROLL WIDTH OF SELF -ADHERING ICE DAMMING PROTECTION ALONG THE CENTER OF THE VALLEY, AS SUPPLEMENTAL UNDERLAYMENT AS DETAILED HEREIN. INSTALL NEW SYNTHETIC UNDERLAYMENT AS DESCRIBED IN SUBSEQUENT SECTIONS OF THIS SCOPE OF WORK. LACING OF NEW UNDERLAYMENT AND SHINGLES IS REQUIRED IN A WATERTIGHT MANNER. REFER TO THE PROVIDED SEQUENCED DETAILS. 15. KICKOUTS: PROVIDE AND INSTALL SELF -ADHERING ICE DAMMING PROTECTION AS A TARGET FLASHING, THEN INSTALL A SINGLE PIECE (SOLDERED) GALVANIZED KICKOUT FLASHING. ACID -ETCH, PRIME AND PAINT TO BEST MATCH THE SIDING COLOR. INTEGRATE ROTH ICE DAMMING AND THE KICKOUT FLASHING INTO NEW WATER -RESISTIVE BARRIER IN A WATER SHEDDING MANNER. 16. PROVIDE AND INSTALL THE NEW SINGLE LAYER OF SYNTHETIC UNDERLAYMENT AS PER THE ROOFING MANUFACTURER. INSTALL PURSUANT THE RECOMMENDATIONS OF THE MANUFACTURER AND ENSURE ALL LAPS ARE WATER -SHEDDING AND INTEGRATED ONTO THE VERTICAL WALLS IN A WATER SHEDDING MANNER. SECURE THE SYNTHETIC UNDERLAYMENT WITH 1 INCH PLASTIC -CAPPED NAILS OR 1 INCH X 1 INCH PLASTIC -CAPPED STAPLES. EXTEND THE UNDERLAYMENT 12 INCHES ONTO THE VERTICAL WALLS AND SOLIDLY PRE -SECURE TO THE SUBSTRATE. 17. VENT STACK FLASHING. PROVIDE AND INSTALL NEW RUBBER-GASKETED, (NO -CAULK) METAL FLANGE FLASHINGS TO DAYLIGHT BATHROOM/VACUUM VENTS, GB STYLE ROOF FLASHINGS BY IPS CORPORATION, OR ESM STYLE ROOF FLASHINGS BY OATEY. 18. MECHANICAL DUCTING FLASHING. PROVIDE AND INSTALL ONE-WAY MECHANICAL VENT FLASHING ENCLOSURES TO PROPERLY DAYLIGHT THE BATHROOM FAN DUCTING, AT LOCATIONS SHOWN IN THE ROOF PLANS. NEW VENTS SHALL BE RVS STYLE STEM -VENT ROOF FLASHINGS BY NORWESCO. DRYER VENTS TO BE DRYERJACK #486, FACTORY FINISHED IN BROWN COLOR. 19. ALL THE ROOF PENETRATION FLASHINGS MUST BE REINFORCED WITH A STRIP OF SELF -ADHERING ICE DAMMING SHEET APPLIED OVER THE SIDES AND HEAD FLANGES ONTO THE SYNTHETIC UNDERLAYMENT IN A MANNER APPROVED BY THE ROOFING MANUFACTURER. TRIM THE EXCESS OF SELF -ADHERING ICE DAMMING WHERE EXPOSED AT SHINGLES. 20. PROVIDE AND INSTALL NEW 30 -YEAR ARCHITECTURAL ASPHALT SHINGLE SUITABLE FOR LOCAL ULTIMATE DESIGN WIND SPEED OF 85 MPH, OR AS APPROVED BY THE ROOFING MANUFACTURER FOR LOCAL WIND ZONES. INSTALL SHINGLES WITH DOUBLE HOT -DIPPED MANUFACTURED BY MAZE. SHINGLE WITH NOT LESS THAN 4 IPPED GALVANIZED ROOFING NAILS, SUCH AS THOSE MANUF CT SECURE EACH NAILS PER SHINGLE (NOTE THAT 6 NAILING METHOD MAY BE REQUIRED BY THE SHINGLE MANUFACTURER TO MEET WIND UPLIFT REQUIREMENTS - CONTRACTOR TO VERIFY). HAND -TAB WITH COMPATIBLE SEALANT WHERE NEEDED AT VALLEY TRANSITION. NAILS MUST BE STRICTLY PLACED IN THE MANUFACTURER'S APPROVED NAILING LINE AND MUST FULLY PENETRATE THE SHEATHING PER CODE AND MANUFACTURER'S REQUIREMENTS. INSTALLATION MUST BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SHINGLE MANUFACTURER TO SECURE THE MATERIAL, WIND AND LABOR WARRANTY. 21. VALLEY CONSTRUCTION IS TO BE DETAILED WITH 'W' STYLE SHEET METAL VALLEY, MANUFACTURED FROM 24 GA. KYNAR FINISHED G90 GALVANIZED SHEET METAL. 22. PROVIDE AND INSTALL ALL SINGLE -SOURCED UNDERLAYMENT, SELF ADHERING MEMBRANE, APPROVED STARTER STRIP, AND HIP/RIDGE CAPS AS NECESSARY TO SECURE THE REQUIRED WARRANTY. 22. SKYLIGHTS. REPLACE ALL EXISTING SKYLIGHT FLASHINGS WITH NEW 26 GAUGE METAL AND ADD NEW WEATHER STRIPPING. 23. INSTALL NEW OSHA APPROVED PERMANENT ROOF ANCHORS, AT THE RATE, SPACING AND LOCATION RECOMMENDED BY OSHA. 24. GUTTERS AND LEADERS. ALL GUTTERS AND LEADERS TO BE REMOVED AND REPLACED. CONSERVE THE EXISTING LEADER LAYOUT. ALL LEADERS ARE TO BE SECURED INTO EXISTING TIGHTLINES USING GROUND SLEEVES. 25. MATERIAL SPECIFICATION: • VAPOR RETARDER: ASTM E96 CLASS 1 (METHOD A). 0.006 INCH BISQUEN OR APPROVED EQUAL. • INSULATION: R38 POLYISOCYANURATE, OR APPROVED EQUAL, CONTINUOUS RIGID INSULATION BOARD, INSTALLED IN NOT LESS THAN 2 LAYERS. • ASPHALT SHINGLES: CERTAINTEED LANDMARK TL/LANDMARK PRO OR LANDMARK LIFETIME WARRANTY SHINGLES WITH A CLASS "A" FIRE RATING AND A ONE-TIME TRANSFERABLE WARRANTY. HIGH PROFILE MOUNTAIN RIDGE AND SWIFTSTART SELF-SEALING STARTER STRIP SHINGLES WILL BE USED. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. • SHEET METAL: MINIMUM 26 GA. (24 GA WHERE NOTED) G90 GALVANIZED SHEET METAL WITH FACTORY APPLIED KYNAR FINISHES. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. • SHINGLE FASTENERS: SHINGLES WILL BE FASTENED WITH MINIMUM 4 11 -GA ROOFING NAILS, IN 1-1/4 INCH LONG, HOT -DIPPED GALVANIZED NAILS. SHINGLE ROOF SUBSTRATE: MIN. #10 FLAT HEAD SCREWS, IN 24 INCH X 24 INCH GRID ARRAY. ALL EXPOSED FASTENERS SHALL BE GASKETED. ALL POP RIVETS SHALL BE ALUMINUM AND COVERED WITH A DAB OF COMPATIBLE AND COLOR MATCHING CAULKING. • ROOF UNDERLAYMENT: DIAMONDDECK SYNTHETIC UNDERLAYMENT MANUFACTURED BY CERTAINTEED. • ICE & WATER PROTECTION: WINTERGUARD WATERPROOFING SELF ADHERING UNDERLAYMENT MANUFACTURED BY CERTAINTEED AT EAVE, KICKOUT FLASHINGS, VALLEY AND AROUND EACH ROOF PENETRATION PER CERTAINTEED WARRANTY SPECIFICATIONS. • VENTILATION: NOT VENTED ASSEMBLY - NOT APPLICABLE. • GUTTERS & DOWNSPOUTS: GUTTERS TO BE REMOVED AND REPLACED WITH CONTINUOUS 5 INCH 'K STYLE' ALUMINUM GUTTERS. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. REMOVE AND REPLACE 3"X 4" DOWNSPOUTS TO MATCH EXISTING CONFIGURATION. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. 26. THE PROJECT SHALL BE CONSTRUCTED IN MANNER CONSISTENT WITH THE REQUIREMENTS OF THE INDUSTRY STANDARDS, BUILDING CODE, THE ATTACHED DRAWINGS, AND THE MANUFACTURER OF THE SHINGLES. THE INSTALLATION SHALL BE PROVIDED WITH A 20 YEAR NO DOLLAR LIMIT ('NDL') MATERIAL AND WORKMANSHIP WARRANTY BY THE ROOFING MANUFACTURER. PROVIDE A SAMPLE WARRANTY FOR REVIEW BY THE OWNER AND PROJECT ENGINEER AT THE TIME PRICING IS PROVIDED. 6.0 INSTALLATION - VENTED ROOF ASSEMBLY 1. COORDINATE ALL WORK WITH THE EXTERIOR WALL PROJECT. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE ROOF PLANS PROVIDED FOR THE AREAS OF WORK. NOTE THAT 100% OF THE ROOF SHINGLES IS TO BE COMPLETELY REMOVED AND REPLACED, INCLUDING THE MAIN BUILDINGS, POOL HOUSE AND MAIL PAVILIONS. COORDINATE WITH EXTERIOR WALL REPAIRS, ATTIC REPAIRS, INTERIOR REPAIRS, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE ROOF FLASHINGS, INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER. 5. AT THE AREAS DESIGNATED FOR ROOF REPLACEMENT, CAREFULLY REMOVE AND DISPOSE OF THE EXISTING ASPHALT SHINGLE, UNDERLAYMENT, RELATED METAL FLASHINGS, VENT JACKS AND DISPOSE OF THEM IN A LEGAL MANNER. 6. WHERE THE ROOF SHEATHING IS NO LONGER IN GOOD SERVICEABLE CONDITION DUE TO MOISTURE INTRUSION, PROVIDE AND INSTALL NEW 1/2 INCH EXTERIOR GRADE CDX PLYWOOD IN THE AREA OF WORK. NAIL THE PLYWOOD IN COMPLIANCE WITH CURRENT CODE REQUIREMENTS, BUT NOT LESS THAN 8D NAILS (0.131 INCH) SPACED AT 6 INCHES O.C. AT THE EDGES AND 12 INCHES O.C. AT THE FIELD. PROVIDE MID -SPAN CLIPS AT ALL SIDE LAPS. ENSURE THE PLYWOOD LAYOUT, NAILING, SPACING AT LAPS, ETC. ARE IN GENERAL COMPLIANCE WITH THE GENERAL RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 7. ROOF VENTILATION. PROVIDE AND INSTALL NEW BAFFLED CONTINUOUS RIDGE VENT AT THE STAIR ROOFS; PROVIDE A MINIMUM OF 1 INCH VENT PORT ALONG THE RIDGE LINE TROUGH THE EXISTING PLYWOOD ROOF SHEATHING. ALL OTHER ROOFS ARE VENTED THROUGH THE EXISTING EAVE VENTILATION PORTS AND ROOF VENTS AS SHOWN IN PLANS. 8. METAL - EAVES AND RAKES. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL FLASHINGS AT EAVES AND RAKES. ENSURE ALL LAPS ARE A MINIMUM 3" AND SEALED WITH DOUBLE BEAD OF CAULKING. SECURE TO SUBSTRATE WITH ROOFING NAILS INSTALLED MAX. 8 INCHES ON CENTER. 9. METAL - STEP FLASHINGS. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL STEP FLASHINGS AT WALL TRANSITIONS. THE VERTICAL FLANGE OF THE STEP FLASHINGS MUST BE A MINIMUM OF 6 INCHES. INTEGRATE NEW KICK -OUT FLASHING WITH NEW WALL WRB AND STEP FLASHINGS AT GUTTER TERMINATION. 10. ICE DAMMING PROTECTION - EAVE. PROVIDE AND INSTALL SELF -ADHERING ICE DAMMING PROTECTION ALONG THE GUTTER EAVES AS ADDITIONAL WATER BACKSPLASH PROTECTION TO THE PLYWOOD EDGE. THIS LAYER IS CONSIDERED ADDITIONAL TO THE INSTALLATION REQUIREMENTS FOR THE SYNTHETIC UNDERLAYMENT. 12. ICE DAMMING PROTECTION - VALLEYS. PROVIDE AND INSTALL A FULL ROLL WIDTH OF SELF -ADHERING ICE DAMMING PROTECTION ALONG THE CENTER OF THE VALLEY, AS SUPPLEMENTAL UNDERLAYMENT AS DETAILED HEREIN. INSTALL NEW SYNTHETIC UNDERLAYMENT AS DESCRIBED IN SUBSEQUENT SECTIONS OF THIS SCOPE OF WORK. LACING OF NEW UNDERLAYMENT AND SHINGLES IS REQUIRED IN A WATERTIGHT MANNER. REFER TO THE PROVIDED SEQUENCED DETAILS. 13. KICKOUTS: PROVIDE AND INSTALL SELF -ADHERING ICE DAMMING PROTECTION AS A TARGET FLASHING, THEN INSTALL A SINGLE PIECE (SOLDERED) GALVANIZED KICKOUT FLASHING. ACID -ETCH, PRIME AND PAINT TO BEST MATCH THE SIDING COLOR. INTEGRATE BOTH ICE DAMMING AND THE KICKOUT FLASHING INTO NEW WATER -RESISTIVE BARRIER IN A WATER SHEDDING MANNER. 14. PROVIDE AND INSTALL THE NEW SINGLE LAYER OF SYNTHETIC UNDERLAYMENT AS PER THE ROOFING MANUFACTURER. INSTALL PURSUANT THE RECOMMENDATIONS OF THE MANUFACTURER AND ENSURE ALL LAPS ARE WATER -SHEDDING AND INTEGRATED ONTO THE VERTICAL WALLS IN A WATER SHEDDING MANNER. SECURE THE SYNTHETIC UNDERLAYMENT WITH 1 INCH PLASTIC -CAPPED NAILS OR 1 INCH X 1 INCH PLASTIC -CAPPED STAPLES. EXTEND THE UNDERLAYMENT 12 INCHES ONTO THE VERTICAL WALLS AND SOLIDLY PRE -SECURE TO THE SUBSTRATE. 15. VENT STACK FLASHING. PROVIDE AND INSTALL NEW RUBBER-GASKETED, (NO -CAULK) METAL FLANGE FLASHINGS TO DAYLIGHT BATHROOM/VACUUM VENTS, GB STYLE ROOF FLASHINGS BY IPS CORPORATION, OR ESM STYLE ROOF FLASHINGS BY OATEY. 16. MECHANICAL DUCTING FLASHING. PROVIDE AND INSTALL ONE-WAY MECHANICAL VENT FLASHING ENCLOSURES TO PROPERLY DAYLIGHT THE BATHROOM FAN DUCTING, AT LOCATIONS SHOWN IN THE ROOF PLANS. NEW VENTS SHALL BE RVS STYLE STEM -VENT ROOF FLASHINGS BY NORWESCO. DRYER VENTS TO BE DRYERJACK #486, FACTORY FINISHED IN BROWN COLOR. 17. ALL THE ROOF PENETRATION FLASHINGS MUST BE REINFORCED WITH A STRIP OF SELF -ADHERING ICE DAMMING SHEET APPLIED OVER THE SIDES AND HEAD FLANGES ONTO THE SYNTHETIC UNDERLAYMENT IN A MANNER APPROVED BY THE ROOFING MANUFACTURER. TRIM THE EXCESS OF SELF -ADHERING ICE DAMMING WHERE EXPOSED AT SHINGLES. 18. PROVIDE AND INSTALL NEW 30 -YEAR ARCHITECTURAL ASPHALT SHINGLE SUITABLE FOR LOCAL ULTIMATE DESIGN WIND SPEED OF 85 MPH, OR AS APPROVED BY THE ROOFING MANUFACTURER FOR LOCAL WIND ZONES. INSTALL SHINGLES WITH DOUBLE HOT -DIPPED GALVANIZED ROOFING NAILS, SUCH AS THOSE MANUFACTURED BY MAZE. SECURE EACH SHINGLE WITH NOT LESS THAN 4 NAILS PER SHINGLE (NOTE THAT 6 NAILING METHOD MAY BE REQUIRED BY THE SHINGLE MANUFACTURER TO MEET WIND UPLIFT REQUIREMENTS - CONTRACTOR TO VERIFY). HAND -TAB WITH COMPATIBLE SEALANT WHERE NEEDED AT VALLEY TRANSITION. NAILS MUST BE STRICTLY PLACED IN THE MANUFACTURER'S APPROVED NAILING LINE AND MUST FULLY PENETRATE THE SHEATHING PER CODE AND MANUFACTURER'S REQUIREMENTS. INSTALLATION MUST I3E IN SI RICA r CUMI'LIANCt WI I H I Ht KtQUIKEMENTS OF THE SHINGLE MANUFACTURER TO SECURE THE MATERIAL, WIND AND LABOR WARRANTY. 19. VALLEY CONSTRUCTION IS TO BE DETAILED WITH 'W' STYLE SHEET METAL VALLEY, MANUFACTURED FROM 24 GA. KYNAR FINISHED G90 GALVANIZED SHEET METAL. 20. PROVIDE AND INSTALL ALL SINGLE -SOURCED UNDERLAYMENT, SELF ADHERING MEMBRANE, APPROVED STARTER STRIP, AND HIP/RIDGE CAPS AS NECESSARY TO SECURE THE REQUIRED WARRANTY. 21. SKYLIGHTS. REPLACE ALL EXISTING SKYLIGHT FLASHINGS WITH NEW 26 GAUGE METAL AND ADD NEW WEATHER STRIPPING. 22. INSTALL NEW OSHA APPROVED PERMANENT ROOF ANCHORS, AT THE RATE, SPACING AND LOCATION RECOMMENDED BY OSHA. 23. GUTTERS AND LEADERS. ALL GUTTERS AND LEADERS TO BE REMOVED AND REPLACED. CONSERVE THE EXISTING LEADER LAYOUT. ALL LEADERS ARE TO BE SECURED INTO EXISTING TIGHTLINES USING GROUND SLEEVES. 24. MATERIAL SPECIFICATION: • ASPHALT SHINGLES: CERTAINTEED LANDMARK TL/LANDMARK PRO OR LANDMARK LIFETIME WARRANTY SHINGLES WITH A CLASS "A" FIRE RATING AND A ONE-TIME TRANSFERABLE WARRANTY. HIGH PROFILE MOUNTAIN RIDGE AND SWIFTSTART SELF-SEALING STARTER STRIP SHINGLES WILL BE USED. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. • SHEET METAL: MINIMUM 26 GA. (24 GA WHERE NOTED) G90 GALVANIZED SHEET METAL WITH FACTORY APPLIED KYNAR FINISHES. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. • SHINGLE FASTENERS: SHINGLES WILL BE FASTENED WITH MINIMUM 4 11 -GA ROOFING NAILS, IN 1-1/4 INCH LONG, HOT -DIPPED GALVANIZED NAILS. ALL EXPOSED FASTENERS SHALL BE GASKETED. ALL POP RIVETS SHALL BE ALUMINUM AND COVERED WITH A DAB OF COMPATIBLE AND COLOR MATCHING CAULKING. ROOF UNDERLAYMENT: DIAMONDDECK SYNTHETIC UNDERLAYMENT MANUFACTURED BY CERTAINTEED. • ICE & WATER PROTECTION: WINTERGUARD WATERPROOFING SELF ADHERING UNDERLAYMENT MANUFACTURED BY CERTAINTEED AT EAVE, KICKOUT FLASHINGS, VALLEY AND AROUND EACH ROOF PENETRATION PER CERTAINTEED WARRANTY SPECIFICATIONS. • VENTILATION: ROOF VENTS: RV -49 OR SIMILAR AS SHOWN IN THE DRAWINGS. CERTAINTEED® RIDGE VENT BAFFLED CONTINUOUS VENTING FOR ADDED ROOF AND ATTIC VENTILATION. VENTILATION OPENING WILL BE CUT AT LEAST 1" ON EITHER SIDE OF THE RIDGE BOARD NOTE: GABLE END VENTS WILL BE BLOCKED IF NEEDED. • GUTTERS & DOWNSPOUTS: GUTTERS TO BE REMOVED AND REPLACED WITH CONTINUOUS 5 INCH 'K STYLE' ALUMINUM GUTTERS. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. REMOVE AND REPLACE 3"X 4" DOWNSPOUTS TO MATCH EXISTING CONFIGURATION. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. 25. THE PROJECT SHALL BE CONSTRUCTED IN MANNERCONSISTENT WITH THE REQUIREMENTS OF THE INDUSTRY STANDARDS, BUILDING CODE, THE ATTACHED DRAWINGS, AND THE MANUFACTURER OF THE SHINGLES. THE INSTALLATION SHALL BE PROVIDED WITH A 20 YEAR NO DOLLAR LIMIT ('NDL') MATERIAL AND WORKMANSHIP WARRANTY BY THE ROOFING MANUFACTURER. PROVIDE A SAMPLE WARRANTY FOR REVIEW BY THE OWNER AND PROJECT ENGINEER AT THE TIME PRICING IS PROVIDED. Q: 24 2502 twioiis C/) W 0 z RE CITY OF TUKWILA ding Consultants, L m ►Iedg O O Co CA (L) a) TD m (0 O � N O r � m i W z a) O N co N O SIGNED ON 4.21.2017 03 MAR 2019 W z J 5 CO Ct ROOF REPA 0 (I) CO 0 00 Ct CO E 0) co ccti C 2cti ooN LO REVIEWED FOR CODE COMPLIANCE APPROVED. APR 2 8 2017 City of Tukwila NG DIVISION a_ APR 25 2017 PERMIT CENTER IEET NO. G-1 .1 SCOPE OF WORK AND SPECIFICATIONS DATE: 04/21/2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC T 3RD FLOOR 2ND FLOOR /// 4) ❑ ❑ ❑ //, 1ST FLOOR PICAL DEMOLITION J TOP. BUILDING E – NORTH ELEVATION 1/8" ❑ 1 CO" T PICAL DEMOLITION BUILDING E – SOUTH ELEVATION 1/8" ❑1CO" 3RD FLOOR 2ND FLOOR (3) TOP. 1ST FLOOR T T DEMOLITION BUILDING E – EAST ELEVATION 1/8"❑1C0" TT LEGEND: TT AREA OF SCOPE OF DEMOLITION KE NOTES (T PICAL U.N.O.) : T (4) ROOF REMOVE AND REPLACE PER SCOPE FOR TOPICAL ROOF ASSEMBLE], SEE 1/ WP -5.1 AND 1/ WP -5.0 CHIMNE❑ CAP REMOVE AND REPLACE PER SCOPE. DOWNSPOUTS/LEADERS REMOVE AND REPLACE PER SCOPE. GUTTERS/WOOD FASCIAS AT ROOF REMOVE AND REPLACE PER SCOPE. eci LU 0 Z PERMIT SET N 0 r 3RD FLOOR 2ND FLOOR 1ST FLOOR • DEMOLITION BUILDING E – WEST ELEVATION 1/8" ❑ 110" EX DEC. 24 2011 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2017 City of Tukwila BUILDING DIVISION! RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER vision • knowledge • solutions 425-455-2046 SIGNED ON 4.21.2017 0 2 z D 0 F- 0 F - w 0 w F- X w 0 w F w F - w 0 z CO 0 W Ct LL O 0 Lt 0 000 Q00 as� CO< 2 co � �� N ;— SHEET NO. D-1 .1 BUILDING E DEMOLITION - NORTH, EAST ❑ WEST ELEVATIONS DATE: 04/21/2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC r <=> 1ST FLOOR PICAL DEMOLITION J TOP. BUILDING E – NORTH ELEVATION 1/8" ❑ 1 CO" T PICAL DEMOLITION BUILDING E – SOUTH ELEVATION 1/8" ❑1CO" 3RD FLOOR 2ND FLOOR (3) TOP. 1ST FLOOR T T DEMOLITION BUILDING E – EAST ELEVATION 1/8"❑1C0" TT LEGEND: TT AREA OF SCOPE OF DEMOLITION KE NOTES (T PICAL U.N.O.) : T (4) ROOF REMOVE AND REPLACE PER SCOPE FOR TOPICAL ROOF ASSEMBLE], SEE 1/ WP -5.1 AND 1/ WP -5.0 CHIMNE❑ CAP REMOVE AND REPLACE PER SCOPE. DOWNSPOUTS/LEADERS REMOVE AND REPLACE PER SCOPE. GUTTERS/WOOD FASCIAS AT ROOF REMOVE AND REPLACE PER SCOPE. eci LU 0 Z PERMIT SET N 0 r 3RD FLOOR 2ND FLOOR 1ST FLOOR • DEMOLITION BUILDING E – WEST ELEVATION 1/8" ❑ 110" EX DEC. 24 2011 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2017 City of Tukwila BUILDING DIVISION! RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER vision • knowledge • solutions 425-455-2046 SIGNED ON 4.21.2017 0 2 z D 0 F- 0 F - w 0 w F- X w 0 w F w F - w 0 z CO 0 W Ct LL O 0 Lt 0 000 Q00 as� CO< 2 co � �� N ;— SHEET NO. D-1 .1 BUILDING E DEMOLITION - NORTH, EAST ❑ WEST ELEVATIONS DATE: 04/21/2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC WP -5.0 WP -5.0 ry 10 WP -5.0 REFLASH (5) EXISTING EXHAUST VENTS AT THIS END OF THE SHED (NOT SHOWN ON ELEVATION) �6 \ ■ U.1 a O J U) N_ • O SLOPE 5:12 • SLOPE •-512 ■ J 1/3RD POINTS TOP. 1/3RD POINTS TOP. 1/3RD POINTS TOP. KEO: ® METAL ROOF VENT RV -49 OR SIMILAR BUILDING E - ROOF PLAN 1 3/32" O 1E0" N U) TOP. • • L J • • J alis PERMIT SET C/) W F- 0 z vision • knowledge • solutions U) O cp co 0) N N N m N— MO W ID W Z > O N O SIGNED ON 4.21.2017 03 MAR 2019 GENERAL NOTES: 1. FOR TOPICAL ROOF ASSEMBLE, REFER TO DETAIL 1 WP -5.1 2. FOR CORRECT NAILING OF ASPHALT SHINGLES REFER TO DIAGRAM 4 / WP -5.2. 3. FOR ROOF UNDERLA❑MENT LAPPING DETAIL, REFER TO 3 / WP -5.2. DEC. 2.4 2097 • KE NOTES: RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER 0 (4) (6) (8) (9) (10) 11 12 K13/ (14) PROVIDE SADDLE FLASHING AT ROOF DECK CORNER TRANSITION, SEE 5 / WP -5.2, SIM. EXISTING SK❑LIGHT, PROVIDE WITH NEW FLASHING. PROVIDE NEW VALLE❑ S❑STEM PER SCOPE ON SHEET SECTION 3.0. NEW CHIMNE❑ CAP AS NEEDED, PROVIDE COST FOR REPLACING ALL CHIMNE❑ CAPS THROUGHOUT THE BUILDING, SEE 5 / WP -5.1 NEW ROOF GUTTERS ❑ DOWNSPOUT PER SCOPE, SEE 10 / WP -5.2 TOP. PROVIDE KICK -OUT FLASHING, SEE 2 / WP -5.2, TOP. PROVIDE ROOF -TO -WALL STEP FLASHING ❑ TRANSITIONS, SEE PROVIDE ROOF -TO -WALL FLASHING ❑ TRANSITIONS, SEE 2 / WP SEE FLASHING DETAIL ❑ PARAPET TO WALL TRANSITION, ❑❑ / W ROOF VENTILATOR WITH 49 S❑UARE INCHES OF NET FREE VENT REVIEWED FOR CODE COMPLIANCE / WP -APPROVED 5.1, TAPR 2 8 2017 =5.1 LATI1 'RATA'il- BUILDING DIVIS SEE SCOPE OF WORK AFFECTING THE ROOF AT THE SOUTH END (VAULTED CEILING). DOWNSOPUT TO BE RECONFIGURED - SEE ROOF PLAN, ELEVATIONS AND DETAILS 9/WP-5.2 ALL EXISTING SK❑LIGHTS ARE TO BE CAREFULL❑ REMOVED AND REUSED. WHEN RE -INSTALLING, CONTRACTOR MUST CLEAN THE INTERIOR AND EXTERIOR GLASS SURFACES (USING STANDARD GLASS CLEANER AND RAGS/TOWELS), AND MUST PROVIDE NEW 1 INCH WIDE GASKET (WEATHERSTRIPPING) AND NEW FASTENERS. ALL DARK SHEET METAL OLD CHIMNEY CAPS TO BE REPLACED TO MATCH EXISTING STAINLESS STEEL CAPS. ALL CHIMNEYS ARE TO BE PROVIDED WITH NEW STAINLESS STEEL STORM COLLAR AND CAULKING. v / 2 z 0 F- cc 0 F- (/) W 0 CL W F- X W 0 LU F- LLI 0 CL F— w V z CO 0 W ce LL O 0 L.L O (I) CO o co D co Eco � co0) coQ CO 2 a o 00 .� CV SHtET NO. P-1 .3 BUILDING E - ROOF PLAN DATE: 04/21/2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC O O CO a) NEW ASPHALT SHINGLE ROOFING OVER NEW SHEATHING 0 UNDERLA❑MENT 1X6 FASCIA BOARD NEW 1X4 FASCIA BOARD AND SOFFIT NEW PRE -PAINTED METAL FLASHING WITH LIP 5 4) a) Q) co co r N O_Ln O d' W Za) O O O SIGNED ON 4.21.2017 SECTION l ELEC. DOGHOUSE— T P. 1" ❑ 1 CO" PROVIDE SADDLE FLASHING 0 CORNER TRANSITION TO WALL, TOP. - SEE DETAIL PROVIDE ROOF / 2 TO WALL /FLASHING (NOT SHOWN) NEW ASPHALT SHINGLE ROOFING OVER NEW ROOF SHEATHING - EXISTING FRAMING TO REAMIN NEW 1 X 4 CEDAR FASCIA PROVIDE SADDLE FLASHING ❑ CORNER TRANSITION TO WALL, TOP. - SEE DETAIL PROVIDE ROOF 2 TO WALL WP -5.1 / FLASHING (NOT SHOWN) NEW ASPHALT SHINGLE ROOFING OVER NEW ROOF SHEATHING - EXISTING FRAMING TO REAMIN NEW 1 X 4 CEDAR FASCIA PRE -PAINTED METAL FLASHING NEW 1 X 6 CEDAR RAKE N .."' :A. .;:; .c• ,y=r ii i, :ZdAr1.1rY�•1=4,iIf rs;;;•. • REVIEWED FOR CODE COMPLIANCE APPROVED 2 z O z SOUTH CENTER VIEW CONDOM LINE OF FOUNDATION ELEC. DOGHOUSE ELEVATION DOUBLE DOOR CONFIGURATION 1/2" ❑ 1 EO" ELEC. DOGHOUSE ELEVATION SINGLE DOOR CONFIGURATION 1/2" ❑ 1 CO" APR 2 8 2017 03 MAR 2019 I- W Q EtO W CD ct .1 i D Qo W OC co W 0 E co a W 7) W CC coa tLLL, a 00 0 .� C 0 N. HEET NO. City of Tukwila BUILDING DIVISIOt"j RECEIVED CITY OF TUKWILA APR 2 52017 T P I CAL SIDE PERMIT CENTER ELEVATION DOGHOUSES 9 1 /2" ❑ 1 CO" P-4.3 ELEC DOGHOUSE ❑ EXT. LIGHTING DETAILS DATE: 04/21 /2017 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC 0 J J U) U) O U 0 .5 CO ca C O C a) E 0 0 N 0) Iz 0 0O (N) ASPHALT SHINGLES PER SCOPE ICE ❑ WATER PROTECTION 3„ (N) ROOF UNDERLA❑MENT (N) 1/2" PL❑WOOD SHEATHING - PER SCOPE pt4C 8" 3-3/4" E ASPHALT SHINGLES NOTES: 04/21/17 PERMIT SET �, ' _ ` �••�. FOGF z ' ♦� •■ . 7,4„ D g z c=n - z Z - O z E♦♦♦ •♦ ♦''' `,�� ♦ ♦ •��I , ♦ ''�� ♦♦ ♦ ♦ 'g*4 ♦ ♦ ♦♦ '.♦♦♦♦ `` ` ` -.. ' rig ♦ PFR M4NURy4NG / F4C STARTER STRIP SHINGLE FLASHING NAILS ❑ 8 INCHES O.C. ( ) - REMOVE AND REPLACE PER SCOPE p'' 01 Building Consultants, LLC vision - knowledge • solutions 626 120th Ave NE, Suite B101 Bellevue, WA 98005 425-455-2046 (E) UNDERLA❑MENT REMOVE AND REPLACE PER SCOPE PL❑WOOD SHEATHING ,W*ijW 2X FILLER ON CONTINUOUS t*/*,W*$**W4* ♦♦♦ ♦♦ - ♦♦ ♦♦ BEAD OF SEALANT DRIP FLASHING 26 GA PRE -PAINTED G-90 GALV. RAKE FLASHING SEALANT (E) SHINGLES NM/ (E) / / / / / / (E) ASPHALT _ _ _ , _ _ _ _ _ _ _ _ _ , _ _ �, - - UNDERLA❑MENT *g <t�iii E 1" EPS INSULATION (E) �,♦1 ,♦/ ��//////////� 8" HIGH 26 GA PRE -PAINTED G-90 GALV. SKIRT CLOSURE AS RE❑UIRED, TRIM AS NEEDED _ - %IN 3X6 WOOD BLOCKING (N) VAPOR RESISTANT MEMBRANE - PER SCOPE SEAL ALL LAPS AND TERMINATIONS (E) 2X6 ROOF STRUCTURAL T❑G DOCKING (E) 2X6 ROOF STRUCTURAL (E)UNVENTEDROOFASSEMBL T❑G DOCKING 6" ❑ 1E0" (N) ASPHALT SHINGLES PER SCOPE (N) UNDERLA❑MENT PER SCOPE FASTENER PER SCOPE (N) 1/2" PL❑WOOD !i GUTTER FASCIA STRUCT. BEAM BE❑OND SHEATHING r t m ,' / ,. -.TA' 0 /1.;�::-__ ` / Z / / / / / 2 EAVE DETAIL 6" ❑ 1E0" "R38" - (N) CONTINUE RIGID INSULATION 3-1/2" j (N) ASPHALT SHINGLES - PER SCOPE (N) ROOF UNDERLA❑MENT- PER (N) 1/2" PL❑WOOD SHEATHING SCOPE r --PLACE NAILS 2" FROM EDGE 3-3/4" V 8" ■■■■■■ ■■■�■■■ 11 i jPER v NEW VAPOR BARRIER SCOPE OF WORK STRUCTURAL FLASHING NAILS D 8 INCHES O.C. C Z G O � Z I: 1i1 i - (E) 2X6 ROOF T❑G DOCKING NEW ASSEMBL UNVENTED ROOF "— STARTER STRIP SHINGLE ..... 1..... _. , _ _ _ _ _ _ _ .. .� .r. // // / / i/ // // / _�2"OVERHANG / (N) CONTINUE "R38" RIGID INSULATION _) °- A CONTINUOUSr 2X FILLER ON (5 BEAD OF SEALANT 1 / i +gyp- l Yip - rrr 4 a a 24 MI #"" a., - ",40A r - DRIP FLASHING 4 26 GA PRE -PAINTED G-90 GALV. RAKE FLASHING SOUTH CENTER VIEW TARGETED EXTERIOR ROOF REPAIR BUI 15280 Macadam Road Soul Tukwila, WA 98188 SEALANT • - ///////// - - 3X6 WOOD BLOCKING 8" HIGH 26 GA PRE -PAINTED G-90 GALV. SKIRT CLOSURE AS TIRED 11 UIRED, TRIM AS NEEDED (N) VAPOR RESISTANT MEMBRANE - PER SCOPE SEAL ALL LAPS AND TERMINATIONS (E) 2X6 ROOF STRUCTURAL T❑G DOCKING FASCIA SOFFIT � ,;..,; _:,...�.V.„ b II,- 0 II 51°COE RDE VIEWED FOR COMPLIANCE APPROVED APR 2 8 2011 City of Tukwila BUILDING DIVISION SHEET NO. wp...5.0 R Dr - CITY OF TUKWILA APR 25 2011 PERMITCENTER UNVENTED ROOF DETAILS i()- RAKE NON VENTED ROOF DATE: 04/21/2017 \ O6" ❑ 1 [O" / DIMENSIONAL PROJECT NO.: 161105 0 J J U) U) O U 0 .5 CO ca C O C a) E 0 0 N 0) Iz 0 0O NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. J J uS C CO U) c 0 U .5 m c 0 .N C E a ti 0 N 15 Q. 0 O 2 LACERS OF WRB NEW ASPHLAT SHINGLES NEW /EXISTING SHEATHING, V.I.F. NOTES: 04/21/17 PERMIT SET SIDING PER ELEVATION t EXTEND (❑ TOUNGE ❑ GROOVE SECTION, PROVIDE NEW 1" INSULATION - NOT SHOWN) Il �I al STEP FLASHING UP VERTICAL WALL W/ 6" -WIDE SELF -ADHERING FLEXIBLE FLASHING UNDER W.R.B. ❑ OVER FLASHING `� y� I jl EXTEND STEP FLASHING UP VERTICAL WALL W/ 6" -WIDE SELF -ADHERING FLEXIBLE FLASHING UNDER W.R.B. ❑ OVER FLASHING NEW UNDERLA❑MENT a STARTER STRIP L , ' ' SIDING PER ELEVATION — , STEP FLASHING EXISTING RAFTER / TRUSSES `I I -,i ll STARTER STRIP - .. ' 1 w ilk'sx Building Consultants, LLC imen ion r vision • knowledge •solutions 626 120th Ave NE, Suite B101 Bellevue, WA 98005 425-455-2046 N I 1 EXISTING ATTIC INSULATION - NO CHANGE / EXISTING METAL • FLASHING TO REMAIN f '111‘IttIttrrgl 3 ROOF SHINGLES ROOF TO WALL STEP FLASHING EXISTING ASPHALT ROOF SHINGLES - PROTECT DURING CONSTRUCTION T P. ROOF ASSEMBL /2 2 ROOF SHEATHING ROOF TO WALL TRANSITION 6" ❑ 1E0" j 6" ❑ 1D3" 3" ❑ 1i0" FLASHING FIELD VERIF❑ ❑ z a 2 SLOPE TO DRAIN 10 METAL - SECURE WITH 010 X 1-1/2 SCREWS ❑ 8" O.C. WITH 6 6" NEOPRENE WASHERS , ALL FOUR DIRECTIONS PROVIDE PENETRATION I `� �� 444.4...„,,..._ 01 ,��a ASPHALT SHINGLES ROOF UNDERLA❑MENT WHERE EXISTING ONL❑ _ `S FIELD VERIF❑ _ g w w }- a! o❑O Z 2 U � �_ MIN I ® �� .,4''-.',.4'.. of • WAsir., s , r o .„,,, • w/.,•• 0 •",„"••-•,,•:•—• • ., z K••• ......„„,,,,„„,„,,,,,,,•,.„:„,,,,,,,,,„,„,,,,,,„„,„,„.„ ..- • . ..,....„,,,,,•„••••,••. at.........,.."..„._,......."...,,,......,. • . . . ��` 01* 12 /-`-\ I ( CHIMNE THESE METAL '1111111111%.0 JOINTS: POP RIVET CAP ‘-4- s� ❑ SEAL OR SOLDER — ISOMETRIC \-... �� 9 c:2.1 EXISTING FASCIA WP -5.1 / / ❑ 10/12 STAINLESS HEX HEAD SREWS WITH NEOPRENE WASHERS, ❑ MAX. 24" O.C. NOTE: 2 LA❑ERS WRB NEW 3/4" X " ROOF SHEATHING ONE-PIECE CORNER FLASHING, ❑ T 24ga SOLDERED T❑PICAL FIREPLACES P. FLASHING CHIMNE _S 11 1/4 FIBER CEMENT TRIM BOARD, FULL LENGTH OF FASCIA I I / 1. MATERIAL TO BE MINIMUM 24 ga 6-90 STAINLESS STEEL. ACID ETCH - PRIME SECTION A—A GALVANIZED OR AND PAINT IF DESIRED. CHIMNE CAP vJ 2 Z D 0 Z W FLASHING SHED ROOF 8 6" ❑IED" 6" ❑IED" 6" ❑1ED" 6" ❑1ED" TER VIEW COND EXTERIOR REST PAIR BUILDIN m Road South 18188 CHIMNE❑ CAP SEE DETAIL 6 / WP -5.1 HIGH TEMPERATURE ICE ❑ WATER SHIELD UNDERLA❑MENT WOOD SHIM 12 ❑ SOLDER BLEEDOUT .., Go. . • 1 FLUX BLEEDOUT ``• y ' ^� . ' . ,� ', ; `"s` " ``t «-6i .:;.a. le 24 Et FI SOLDER . CLOSED-END NON-FERROUS RIVETS TO PRE -SECURE ; ' 010X2" HEX HEAD_ FASTENER W/ NEOPRENE __-----'— GASKET ❑ 12" O.C. \ I IIPP. _ U u W � �< CO -1- W 1-�— I— C0 0 p D (7O °° - 0 Q LOFRAMINGTO U) I—~ E[ 0, -FLUX 1" DRIP / HEM �� 2 X 6 CEDAR TRIM EXISTING CHIMNE❑ CHASE SHEATHING AND REMAIN `�" .o o .-� _o.o_o - • � o� o F: OM •� � • o o � i REVIEWED ► CODE s FOR COMPLIANCE APPROVED APR 2 8 2017 City of Tukwila !VISION SHEET NO. W p 5,1 SEALANT \ b rl JOINT DETAILS 0 1 1 5 CHIMNE CITY PERMIT O T UK APR 252017 CENTER CAP WRB SIDING PER i ELEVATIONS TRIM DETAIL O6" V CHIMNE CAP VENTED ROOF DETAILS DATE: 04/21/2017 ❑1CD" V 6" ❑1EO" DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. J J uS C CO U) c 0 U .5 m c 0 .N C E a ti 0 N 15 Q. 0 O FASTEN UNDERLA❑MENT AS NECESSARE TO HOLD IN PLACE WITH 1" HEAD CAP NAILS - FOR FASTENER APPLICATION, SEE DETAIL FIRST AND SUCCEEDING COURSES OFUNDERLA❑MENT LAPPED 19" NOTE: - ROOFING, UNDERLADMENT ❑ CLADDING NOT SHOWN FOR CLARITE - GUTTER NOT SHOWN FOR CLARIT❑ - TRIM GUTTER AND FASCIA AS RE❑UIRED FOR NEW CLADDING ASSEMBLE LINE OF EXTERIOR FACE OF EXTERIOR WALL 6"X6" STEP FLASHINGS. INTEGRATE INTO NEW KICKER IN WEATHERBOARD FASHION. COVER WITH UNDERLADMENT STRAIGHT, GOOD PENETRATION AND FLUSH WITH SHINGLE SURFACE PROPERLE DRIVEN UNDERDRIVEN: INADE❑UATE DECK PENETRATION OVERDRIVEN: TOO DEEP, CUTS INTO SHINGLE IMPROPERLE DRIVEN O CROOKED: INADE❑UATE ANCHORAGE -Co 1 -PIECE 24 GAUGE FULLE SOLDERED GALV. METAL KICKER FLASHING. INTEGRATE WITH UNDERLAMENT-PAINTED 26ga PER -PAINTED FLASHING E RAKE APPLIED OVER UNDERLA❑MENT- SEE DETAIL METAL DRIP EDGE APPLIED DIRECTLE TO DECKES.A.M. BONDED TO FLANGE EXISTING ROOF FASCIA. PROVIDE 1" FROM FACE OF CLADDING. PROVIDE TARGET FLASHING OF ICE ❑ WATERSHIELD AS SHOWN ONE PLO OF ASTM D1970 SELF -ADHERING UNDERLADMENT MATERIAL INSTALLED OVER THE ENTIRE DECK DIRECTL❑ OVER THE ROOF SHEATHING INSTALL 18"X18" ICE 0 WATERSHIELD ONTO FACE OF EXISTING SHEATHING - ENSURE WEATHERLAP EXISTING 0 NEW WRB WITH MEMBRANE 3 UNDERLA 3 1/2" ❑ 1 E0" MENT LAPPING DETAIL KICK -OUT FLASHING INSTALL SELF -ADHERING MEMBRANE TARGET LAP UNDER WRB 6" ❑ 1[0" 1/2" PL❑WOOD SHEATHING ASPHALT SHINGLES ICE 0 WATER PROTECTION STARTER STRIP SHINGLE WELD PIECES 0 SURFACE TRANSITIONS RUN UNDERLADMENT UNDER RAKE METAL PLACE NAILS 2" FROM EDGE ROOF SHINGLE — UNDERLAEMENT ROOF UNDERLA❑MENT Lf) O O • � C O U) a) a) > 0)-o Q) a) a) m O � N • LO O CO .N i > N d' W a) N (D N O qCE 3 FRO Fq/GF FLASHING NAILS 0 8 INCHES O.C. /2" OVERHANG DOUBLE HOT -DIPPED GALVANIZED ROOFING NAILS SET 8" O.C. NEW FLASHING SIGNED ON 4.21.2017 MALARKEE STARTER STRIP SHINGLE 26 GA. PRE -PAINTED G-90 GALVANIZED METAL RAKE OVER UNDERLA❑MENT ALONG RAKES SHEATHING /// 3" HIGH 26 GA PRE -PAINTED G-90 GALV. SKIRT CLOSURE AS REEUIRED, TRIM AS NEEDED DRIP FLASHING 26 GA PRE -PAINTED G-90 GALV. RAKE FLASHING H 3„ H RAKE 2" 1 f4" -'-/ EXISTING 2 X 6 CEDAR FRIEZE BOARD NEW RAKE EDGE FLASHING 2" EAVE \114" SEALANT 2" INSTALL METAL SADDLE 0 BOTTOM OF STEP FLASHING TRIM FLASHING AND BEND IN TO FORM CLOSURE AT CORNER 26 GA. PREPAINTED G-90 GALVANIZED EAVE METAL FLASHING, MIN. 3" ON ROOF DECK SIDING TRIM BE❑OND (E) ROOF FRAMING (E) FASCIA SIDING EXISTING ROOF FRAMING 5" GUTTER T P. ROOF EAVE DETAIL r51,t 6" ❑ 1 EO" PERIMETER EDGE DETAIL 7� SADDLE bn FLASHING ROOF DECKS 3" ❑1DD EM ME ME CM ME ME ME ME ME ME ME ME ME ME EMME Ea NM ME EM ME 0 APR 25 2011 BUT❑L SLEEVE AROUND SCREWS TOP. WALL ASSEMBLE RN DOWN ARD D�LLG't'/I �.G IME ROOF OPE PERMIT CENTER CORROSIVE -RESISTANT 010X1-1/2" HEX -HEAD SCREWS WITH NEOPRENE WASHERS. PRE -DRILL UNDERSIZED HOLES AND INJECT WITH BUT❑L SEALANT PRIOR TO INSTALLATION � O z I- 0 O O D I— Z O W U W � � H W X H W Z 0 W w U = W I— C9 O Q D FOR ISHEET NO. MPLIANCE �" OVED PRE -FINISHED METAL GUTTER STRAP, MIN. 26 GA. NEW 2"X3" ALUMINUM DOWNSPOUT DOWNSPOUT ATTACHMENT 10 s"norm 6" ❑1E0" U DOWNSPOUT RECONFIG. T P. 1m1ED" 8 2117 W z J 5 m 0 W LL 0 0 03 MAR 2019 f TukwilaVVP-5 2 G DI\nSION ROOF DETAILS DATE: 04/21 /2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC CertainTeed Shingle Applicator's Manual Landmark® Series and Landmark® TL YOUR OBJECTIVE: To learn the correct procedure for installing Landmark® shingles. LANDMARK SERIES AND LANDMARK TL Landmark shingles have the installer -friendly NailTrak® feature, which provides 11/2" wide nailing area and specially formulated Quadra-Bond laminating adhesive (See Figure 12-3). Landmark Special is impact resistant and is specially manufactured with a reinforced fiberglass scrim to meet UL 2218 Class 4 impact resistance rating. NOTE: Landmark Special must be installed over a clean deck (no roof -overs) to obtain the UL 2218 rating. It is strongly recommended that impact resistant cap shingles made from XT 30 IR shingles be installed on all hips and ridges. Some insurance carriers may not consider the roof system as compliant to UL 2218 Class 4 without impact resistant cap shingles. Landmark Solaris shingles are ENERGY STAR® qualified roof products that meet both solar reflectance and thermal emissiv- ity requirements. Using CertainTeed's advanced roofing granules, Landmark Solaris reflects solar energy and radiates heat far better than traditional roofing shingles - it can reduce the roofs tempera- ture by as much as 20 percent in the summer. NOTE: Use matching Landmark Solaris hip and ridge shingles which are also solar reflective. Landmark TL is unique because its patented Tri -Laminate" design combines three layers of material to provide a dramatically thick shingle with a wood shake style. With the exception of Landmark TL, closed -cut valleys are pre- ferred by CertainTeed when applying these shingles; however, open valleys are also acceptable. Open valleys are recommended when applying Landmark TL; however closed -cut valleys are also acceptable. Woven valleys are not recommended for Landmark TL because the tri -laminated shingle can buckle and become damaged when shaped into the valley. Nails are required as fasteners for Landmark TL, staples are not allowed. STANDARD OR STEEP SLOPES: CertainTeed recommends DiamondDeck® Synthetic Underlayment, Roofers' Select® High Performance Underlayment, or shingle underlayment meeting ASTM D226, D4869 or D6757. Take care to ensure sufficient deck ventilation when DiamondDeck or other synthetic underlayment is installed. Follow manufacturer's application instructions. LOW SLOPES: One layer of CertainTeed's WinterGuard® Waterproofing Shingle Underlayment (or equivalent, meeting ASTM D1970) or two layers of 36" wide felt shingle underlayment (Roofers' Select or underlayment product meeting ASTM D226, D4869 or D6757) lapped 19" must be applied over the entire roof; ensure sufficient deck ventilation. When DiamondDeck or other synthetic underlayment is installed, weather -lap at least 20" and ensure sufficient deck ventilation. 100 CHIMNEY FLASHING Metal Step Flashing 2" (50 mm) -- Minimum 3" (75 mm) Minimum 7 5/8" (193 mm) Figure 12-10: Step flashing minimum dimensions. Fold down counter flashing over step flashing Fasten Flashing To Roof Figure 12-11: Flashing around a chimney. TWO ROOF -OVER METHODS FOR LANDMARK AND LANDMARK TL SHINGLES The same methods used for clean -deck application of these shingles are used for roof -overs. Application of these shingles over English dimension shingles is not recommended - due to the high cost of workmanship and greater risk of worker error. 104 12 IMPORTANT: When installing LandMark TL on low slopes, one layer of WinterGuard or an equivalent waterproofing shingle underlayment must be applied over the entire roof. Applying two layers of felt shingle underlayment is not an acceptable alter- native to WinterGuard. One layer of shingle underlayment meeting ASTM D4869 applied over the required WinterGuard is also recommended. z 90° I 1 II jJli? to2t/12) LOW Slope Application below 4/12) STEEP Slope Application (over 21/12) z60' (21/12) L18.5° (4/12) z9.5° (2/12) ____ _lir- - -__ zO° (0/12) Figure 12-1: Slope definitions. THE ROOF DECK* MUST BE AT LEAST: 3/8" (9.5 mm) thick plywood, or 7/i6" (11 mm) thick non -veneer, or nominal 1" (25 mm) thick wood deck. COLD WEATHER CLIMATES (ALL SLOPES): Application of WinterGuard or its equivalent is strongly recommended whenever there is a possibility of ice build-up. Follow manufacturer's application instructions. FLASHING: Corrosion -resistant flashing must be used to help prevent leaks where a roof meets a wall, another roof, a chimney or other objects that penetrate a roof. SEALING: Shingle sealing may be delayed if shingles are applied in cool weather and may be further delayed by airborne dust accumulation. If any shingles have not sealed after a reasonable time period, hand sealing may be necessary. CAUTION: To prevent cracking, shingles must be sufficiently warm to allow proper forming for hips, ridges and valleys. WARRANTY: These shingles are warranted against manufacturing defects and are covered by SureStart" protection. See the warranty itself for specific details and limitations. * For technical questions, information on acceptable alternative application methods and materials, or a copy of the product warranty, contact the sources listed below: Warranty Alternate Instructions Technical Questions Your supplier or roofing applicator - V CertainTeed Home Institute 800-782-8777 V ✓ CertainTeed-RPG Technical Services 800-345-1145 V V V HIPS AND RIDGES SHADOW RIDGE® ACCESSORY SHINGLES Shadow Ridge shingles have an accented shadow line that is designed to complement these shingles. Simply fold along the pre-cut lines and detach individual cap pieces. Save valuable installation time compared to cutting 3 -tab shingles. .\;t N \ Figure 12-12: Shadow Ridge accessory shingles detach easily from three-piece units to make 72 individual cap pieces. There are 24 three-piece units in each Shadow Ridge bundle, providing 72 individual caps that will cover 30 linear feet (333/4 linear feet, Metric) of a hip or ridge. Each English dimension cap piece is 12" by 12" (Metric caps are 131/4" by 97/2") and features clipped corners on the bottom edge of the exposed portion. APPLICATION IS AS FOLLOWS: 1. Apply shingles up to the hip or ridge on both sides, then trim flush. NOTE: The last course of shingles should have an exposure of 5" (55/s" for metric) or less when the shingle cap or ridge vent is fastened in place. Otherwise, a potential water leak could occur at exposed shingle end joints. The figures used in this section illustrate the application of accessory shingles over a ridge vent; application directly to the roof deck is very similar. 12" (305mm) OM rii.f Apply Over Starter Shingle Starter Shingle Figure 12-13: Apply a full cap shingle over the starter piece, flush with the bottom and side edges of the starter. 2. Install caps beginning at the bottom of a hip or at either end ofa ridge. Apply a starter piece that has the bottom 5" (55/8" for metric) removed (Figure 12-18). Fasten the starter with two nails located about 3" from the rake edge, and 1" in from each side edge. Make sure fasteners used to apply caps penetrate at least 3/4" into or through the decking. NOTE: To assist in proper alignment when ridge vent is not used, snap a chalk line parallel to the hip or ridge along the line where the side edges of the cap shingles should be. Chapterl2 CERTAINTEED SHINGLE APPLICATORS MANUAL FASTENING Shingle Proper Nailing Crooked Under- Over - Driven Driven Figure 12-2: Proper and improper nailing. IMPORTANT: For decks 3/4" (19 mm) thick or thicker, nails must go at least 3/4" (19 mm) into the deck. On thinner decks, nails must go at least 1/s" (3.2 mm) through the deck. Nails must be 11- or 12 -gauge roofing nails, corrosion -resistant, with at least 3/8" (9.5 mm) heads, and at least 1" (25 mm) long. LandMark TL requires nails at least 11/4" long. Nat Area for Steep Slopes Nail Area for Low & Standard Slopes 1 Avoid Placing Nai s Along This Line Release Tape FRONT BACK UPDEFiSIDE OFTOP LAMNATE LAYER Sealant Strips Quadra-Bond ____5.2 ---Er--- / Four laminating adhesive strips for a stronger bond. Figure 12-3: NailTrak®features a wider nail area and extra -strong Quadra-Bond construction . LOW AND STANDARD SLOPE LANDMARK 12" 143/4" 12" -(305 mm) -►--(375 mm) -►-'--(305 mm)-► 11/2"� Nailablef Area LANDMARK TL 131/2" 13" 131/2" x(343 mm)-►� (330 mm) -►-t-(343 mm)-► -► -4-1" (25 mm) 1" (25 mm) Figure 12-4: Use four nails for every full shingle. STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D 4586 Type II. Apply 1" spots of asphalt roofing cement under each corner and at about 12" to 13" in from each edge. LANDMARK Nail Area For SteepT 1"--- (25 mm) -12" 143/4" 12"- (305 mm) (375 mm) (305 mm) LANDMARK TL 131/2" 13" --131/2" (343 mm) (330 mm) (343 mm) Figure 12-5: Use six nails and four spots of asphalt roofing cement on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. CERTAINTEED SHINGLE APPLICATORS MANUAL Chapterl2 3. Apply a full cap shingle over the starter (Figure 12-18), and place fasteners at 55/s" (61/4" for metric) up from the exposed bottom edge and 1" in from each side. Nails must not be exposed on the finished roof. All nail heads must be driven straight and must not cut into the shingle surface. 5" (125rnm) Exposure Figure 12-14: Install cap shingles at their correct exposure and cover all fasteners. NOTE: Each cap has a laying/alignment notch at the top edge to center the piece on the ridge line, and two notches on each side to indicate the correct exposure and shadow -line placement (Figure 12-19). The side notches of the cap being applied should be aligned with the top edge of the previously applied cap. 12" (305mm) - 6" -- 6" (150mm) (150mm) 12" (305mm) Notch for Centering Notches for Alignment to the Top Edge of the Previous Cap for 5" (125mm) Exposure English Dimension 97/8" (250mm) 415/16"-- 415/16" (125mm) (125mm) 131/4" (337mm) Notch for Centering Notches for Alignment to the Top Edge of the Previous Cap for 55/8° (141 mm) Exposure Metric Dimension 7" (180mm) 1 75/8" (196mm) Figure 12-15 : Each Shadow Ridge® shingle has a centering notch and two side -alignment notches to help ensure proper placement 101 5 (125mm) Exposure Laying Notch Figure 12-16: Use laying notches to center shingles on hips and ridges, and to locate the correct exposure. MOUNTAIN RIDGE HIGH-PROFILE HIP AND RIDGE ACCESSORY Use Mountain Ridge® accessory shingles to cover hips, ridges or rake edges. One box will cover 20 linear feet. To prevent damage to shingles during application, they must be sufficiently warm to allow proper forming. FASTENING IMPORTANT: Use two nails to fasten each shingle. Nails must be minimum 13/4" (45 mm) long. For the 4" (100 mm) starter shingle, place fastener 1" (25 mm) in from each side edge and about 2" (50 mm) from the rake (or eave) edge, making sure the fastener goes 3/4" into the deck or all the way through. For each full Mountain Ridge shingle, place fasteners 85/s" (219 mm) up from its exposed butt edge and 1" (25 mm) in from each side edge. Sealant 4" Starter -► Piece CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapterl2 Figure 12-17: Hip and ridge application. TWO CLEAN -DECK APPLICATION METHODS FOR LANDMARK AND LANDMARK TL SHINGLES FIVE -COURSE DIAGONAL METHOD (6" AND 11") FIVE -COURSE DIAGONAL METHOD (55/s" AND 111/41 NOTE: The 6" and 11" method is shown below. The 5'/8" and 111/4" method follows the same application instructions as the 6" and 11" method except the dimensions of the shingle cut-offs in the second and third courses are 55/s" and 111/4" respectively. CAUTION: Use of other installation methods may result in an objectionable pattern. PREPARING THE DECK: • Apply underlayment as required. CertainTeed suggests that a layer of shingle underlayment be applied. For UL fire rating, underlayment is generally required. Apply flat and unwrinkled. • Snap chalklines to assure shingles will be correctly aligned. Expose all shingles 55/8" (143 mm). STARTER COURSE: 1. Use CertainTeed Swiftstart® Starter, or three -tab self-sealing shingles with the lower tab portions removed. Be sure that the starter shingles are at least 75/8" in height. (Figure 12-6). Starter Shingle 7 5/8" Removed these portions J J Figure 12-6.• Make starter shingles that are 75/8" in height. 2. For the first starter, cut 6" from one side of the starter shingle. 3. Apply the remaining piece to the lower left corner of the roof. Make sure there is 1/2" overhanging the rakes and eaves if drip edge is being used. If you are not using drip edge, make the overhang 3/4". 4. Use full length starter shingles for the rest of the course. 102 1ST COURSE: Apply a full shingle at the lower left corner of the roof. Make the lower edge and left edge lie flush with the edges of the starter course (Figure 12-7). 2ND THROUGH 5TH COURSES: CAUTION! Failure to follow instruction steps 1-5 below will bring joints too close together and may cause unattractive patterns! 1. Cut 6" off the left end of the first shingle and save this piece for later use. Apply the 323/4" (34" for Landmark TL) long piece over and above the first -course shingle. Leave the bottom 55/8" tab portion of the first -course shingle exposed. 2. Cut 11" off the first shingle of the third course and save this for later. Install the 273/4" (29" for Landmark TL) long piece over and above the second -course shingle. 3. Apply the previously removed 11" long piece over and above the third -course shingle. 4. Apply the previously removed 6" long piece from the second course over and above the fourth -course shingle. 5. Install a full shingle against the right edge of each shingle in courses one through five. CONTINUING UP THE ROOF: 1. Beginning again with a full shingle, repeat the five -course pattern up the left rake. (Figure 12-8, B). 2. Fill-in courses across the roof in a stepped diagonal fashion using full shingles. (Fgure 12-8, A). Do not run courses straight across. IMPORTANT: Do not align joints of shingles closer than 31/2" from one another. Figure 12-8.• `Five -Course Diagonal Method" installation schematic. For capping hip and ridge, apply CertainTeed "Accessory" shingles of a like color. Air Flow Through Soffit Provide adequate ventilation under the roof deck to prevent harmful condensation in winter and heat build-up in summer. 1► �'ll►� I1► 1►�A'I 1000. **iv* ri►s I ;41*. �III 4,11Lir sw***P400151 Line valley by centel 36' (915 mm) wide CertainTeed WinterGuard Waterproofing Shingle Underlayment or equivalent directly to deck Figure 12-7: Applying the first 5 courses of landmark. Note: The LandMark TL dimensions differ. Figure 12-9: Highlight of closed -cut valley details. Chapterl2 CERTAINTEED SHINGLE APPLICATORS MANUAL CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapterl2 HIP, RIDGE AND RAKE SHINGLE APPLICATION Apply the primary field roofing up to the hip or ridge from both sides of the roof and trim flush or lap over one side, not more than half the width of a Mountain Ridge® shingle. Assure that the installed Mountain Ridge shingles properly cover hip and ridge field shingles on both sides and the field shingles applied along rake edges. For a rake edge installation, cut the field shingles flush to the rake edge. Apply Mountain Ridge shingles ensuring they fit securely against the rake board. To assist in proper alignment, snap a chalk line parallel to the hip, ridge or rake along the line where the side edges of the Mountain Ridge shingles should fall. Prepare a 4" Starter shingle by cutting off the lower 8" color granule butt portion of one Mountain Ridge shingle. Apply the 4" starter piece (with sealant nearest the outer edge) over the bottom corner of the hip or rake, or on either end of the ridge, overhanging the corner or end by approximately 1/2" and bending the starter shingle along its centerline to form into place (see figures below.) Install a nail on each side about 2" up from the starter shingle's exposed butt edge and 1" in from each side edge of the shingle. The 8" piece that was cut off may be used to finish the opposite end of hip, ridge or rake. Next, apply a full Mountain Ridge shingle over the installed starter shingle, bending it along its centerline and forming into place over the hip, ridge or rake, flush with the bottom and side edges of the starter shingle. Install a nail on each side of the shingle 85/s" up from the bottom edge and 1" in from each side edge. Continue application of the Mountain Ridge shingles along the hip, ridge or rake as shown. Expose Mountain Ridge shingles 8", covering all fasteners. CEDAR CREST MEDIUM -PROFILE HIP AND RIDGE ACCESSORY SHINGLES Use Cedar Crest® accessory shingles to cover hips and ridges. Carefully separate the three-piece units prior to application, by first folding along the pre-cut lines and then detatching the pieces (see Figure 12-18). No cutting is necessary. There are 30 individual shingles (10 three-piece units) in each bundle. One bundle will cover 20 linear feet. Each 12" x 12" shingle has a shadowline that is a design feature which is visible when applied properly. To prevent shingle damage during application, they must be sufficiently warm to allow proper forming. Figure 12-18: Separate to make 3 cap shingles. Three-piece unit Shadowline 2 FASTENING IMPORTANT: Use TWO nails to fasten each shingle. Fasteners must be minimum 13/4" (45 mm) long. For the starter shingle, place fastener 1" in from each side edge and about 2" up from the starter shingle's exposed butt edge, making sure fastener goes 3/4" into the deck or all the way through the deck. (see Figure 12-19). For each full Cedar Crest shingle, place fasteners 85/s" up from its exposed butt edge and 1" in from each side edge (see Figure 12-20) . Figure 12-19: Apply a full cap shingle over the starter shingle. Figure 12-20: Install cap shingles at an 8" exposure and fasten with one nail on each side as shown. 105 106 Chapterl2 CERTAINTEED SHINGLE APPLICATOR'S MANUAL IMPORTANT: High Wind Instructions. In order to achieve the ASTM D3161 Class "F" Wind Resistance Classification each "hip and ridge" shingle must be both 1) fastened with nails as shown and 2) hand -sealed with two 1/4" wide beads of either BASF "Sonolastic® NPI" Adhesive" or Henkel "PL® Polyurethane Roof & Flashing Cement" applied from the middle of the shingle's raised overlay on the top piece and extending approximately 4" along the sides of the head - lap along a line 3/4"-1" in from each side edge of the 114" shingle's headlap as shown. Immediately align and apply 3/4" the next overlying shingle, gently pressing tab sides into adhesive. Only one side of the double thickness tab is laminated together; to secure the other side, after folding the shingle over the ridge and nailing into position, a 1" diameter spot of either NP1 or PL adhesive must be applied between the shingle layers as shown. Immediately align and apply the next overlying shingle, gently pressing tab sides into adhesive. Hand -sealing adhesive 1�1 Dab of asphalt cement between shingle layers Figure 12-21: Hand seal caps as shown. 4" 1" 103 CEDAR CREST® APPLICATION Apply primary roofing up to hip or ridge on both sides of roof and trim flush. Ensure that the Cedar Crest shingles will adequately cover the top course of the shingles on both sides of the hip or ridge. Prepare a 4" "starter" shingle by cutting off the lower 8" color granule portion of one Cedar Crest shingle. Apply the 4" starter piece with raised overlay edge over the bottom corner of the hip or to either end of the ridge, overhanging the corner or end by approximately 1/2" and bending the starter shingle along its center- line to form into place (see Figure 12-19). Install a nail on each side about 2" up from the starter shingle's exposed butt edge and 1" in from each side edge of the shingle. Then apply a full 12" x 12" piece over the starter, bending the shingle along its centerline and forming it into place over the hip or ridge, flush with the bottom and side edges of the starter shingle. Fasten with two nails minimum 13/4" long with one nail on each side of shingle 85/s" up from the butt edge and 1" in from each side edge (see Figure 12-20). Continue application of Cedar Crest shingles up the hip or along the ridge, forming each shingle over the hip or ridge, and fasten as shown in Fastening. Expose Cedar Crest shingles 8", covering all fasteners. To assist in proper alignment, snap a chalk line parallel to the hip or ridge applying along the line where the side edges of the Cedar Crest shingles should be. 24 201 REVIEUVEU FOR CODE COMPLIANCE AP PPR 2 8 2011 City of Tukwila Su,. l G DIVISION CITY OF TUKWILA APR 2 5 2017 PERMIT CENTER Here's a Tip... In the winter put hip and ridge cap shingles in your truck with the heater blasting for 20 minutes so the caps don't crack when formed. (Thanks to Mark Dulz, Richmond, MI.) CERTAINTEED SHINGLE APPLICATORS MANUAL Chapterl2 107 H 0 Z PERMIT SET N D CO vision • knowledge • solutions O a) Cn w a) z O N N Cfl 425-455-2046 SIGNED ON 4.21.2017 03 MAR 2019 z D F- Et O F- �w 0 W F- 0 0 F- W 0 z CO W n� LL O 0 Ct O C6 0 OD 11 CO COO) Q C6 co CV SHEET NO. WP -5.3 SHINGLES MANUFACTURER INSTRUCTIONS DATE: 04/21 /2017 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC