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HomeMy WebLinkAboutPermit D18-0349 - SOUTH CENTER VIEW / BUILDING E - FIRE DAMAGE REPAIRSOUTHCENTER VIEW 15280 MACADAM RD S BLDG E D18-0349 Parcel No: Address: n City of Tukwila Q 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 15280 MACADAM RD 5 BLDG E Project Name: SOUTH CENTER VIEW Permit Number: D18-0349 Issue Date: 11/15/2018 Permit Expires On: 5/14/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: „ WA, ESTEBAN VALLEJO 626 120TH AVE NE SUITE 8101, BELLEVUE, WA, 98005 RUFF CONSTRUCTION INC 6505 233RD PL SE , WOODINVILLE, WA, 98072 RUFFCMI016DK Lender: Name: SOUTH CENTER VIEW OWNERS ASSOCIATION Address: 15210 MACADAM ROAD , TUKWILA, WA, 98188 Phone: (425) 455-2046 Phone: Expiration Date: 2/16/2019 DESCRIPTION OF WORK: FIRE LOSS: REMOVING AND REPLACING EXISTING ROOF, INCLUDING ENGINEER TRUSSES, ROOF SHEATHING AND ROOF SHINGLES ON FIRE AFFECTED AREA. REMOVE AND REPLACINF EXISTING INTERIOR GYPSUM BOARD ON UNITS AFFECTED BY THE FIRE. REMOVE AND REPLACING EXISTING APPLIANCES, BATHROOM FIXTURES AND CABINETRY ON UNITS AFFECTED BY THE FIRE. Project Valuation: $200,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,120.01 Occupancy per IBC: U 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: 2017 2017 2017 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: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 11 / Permit Center Authorized Signature: W I "( Vi Volumes: Cut: 0 Fill: 0 Date: 10 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 cons uction r the performance of work. I am authorized to sign and obtain this development permit and agre • th y - •tions attached to this permit. Signature: Print Name: pat/A/3— This at//3 This permit shall become null and void if the J e k4sjnot 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 0 0 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. 1. Date Application Accepted: Date Application Expires: l (For office us t onl 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 South - Building E Tenant Name: King Co Assessor's Tax No.: 788895-0000 Suite Number: Floor: CF;,y1 ViEW New Tenant: E Yes ®..No L's P en,e S PROPERTY OWNER Name: South Center View Owners Association Address: 15210 Macadam Road South #D104 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Esteban Vallejo Address: 626 120th Ave. NE Suite B101 City: Bellevue State: WA zip: 98005 Phone: (425) 455-2046 Fax: Email: esteban@dimensionalbc.com GENERAL CONTRACTOR INFORMATION Company Name: Ruff Construction, Inc. Address: 6505 233rd. Place SE City: Woodinville State: WA Zip: 98072 Phone: (425) 487-0702 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: BUS -0997625 H:\Applications\Fonns-Applications On Line\2011 Applicatioi \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Dimensional Building Consultants Engineer Name: Erika Pfeiffer Company Name: City: Bellevue State: WA zip: 98005 Phone: (425) 455-2046 Fax: Architect Name: 4 Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Dimensional Building Consultants Engineer Name: Erika Pfeiffer Address: 626 120th Ave. NE Suite B101 City: Bellevue State: WA zip: 98005 Phone: (425) 455-2046 Fax: Email: erika@dimensionalbc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Nam��cpGf7/% 6.--.3.,,41_,--\ f-► x--,,,, h j Addres 4�jvt�©G,�y?�l iloeli City: /e/Ari,,, Je7 State:WA- Zip: 7 4 Page 1 of 4 f BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 200,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Fire loss: -Removing and replacing existing roof, including engineer trusses, roof sheathing and roof shingles on fire affected area. -Remove and replacing existing interior Gypsum board on units affected by the fire. -Remove and replacing existing appliances, bathroom fixtures and cabinetry on units affected by the fire. Will there be new rack storage? 0 Yes 1.. No If yes, a separate permit and plan submittal will be required. Provide AB 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 0 None m Other (specify) Fire extinguishes Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms-Appliations On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2,581 91 V-A R2 2nd Floor 2,581 121 V-A R2 3`d Floor 2,581 1,568 V-A R2 Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None m Other (specify) Fire extinguishes Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms-Appliations On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District rQ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docc Revised: August 2011 bit Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: Print Name: Esteban Vallejo Day Telephone: (425) 455-2046 Mailing Address: 626 120th Ave NE, Suite B101 Bellevue WA 98005 City State Zip Date: 10/08/2018 H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised- 8-9-11.docx Revised. August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT 1 QUANTITY PermitTRAK ( PAID $4,120.01 D18-0349 Address: 15280 MACADAM RD 5 BLDG E Apn: 7888950000 $4,120.01 DEVELOPMENT $3,999.57 PERMIT FEE R000.322.100.00.00 0.00 $2,408.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,565.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $120.44 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15756 R000.322.900.04.00 0.00 $120.44 . $4,120.01 Date Paid: Friday, November 02, 2018 Paid By: SOUTHCENTER VIEW CONDOMINIUM Pay Method: CHECK 1309 Printed: Friday, November 02, 2018 12:44 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 11369—nom PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project:�%r inflic1 ygw V l of In1s_p�c�ion: Y ICAAtry ►` Address. r5ZZtO rtiCaJoifil ACS. Date Called: O Special Instructions:: /� E- 303 tel' �/�� Date Wanted: ��� � � a.m. p.m. Requ s 6 arcus 'Phone No: yzS"jy'q'$085- proved per applicable codes. ID Corrections required prior to approval. COMMENTS: 96c. islet pm. FAv Inspector. Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (( ACM) Trail I� ec� n: • .1195‘AA F 110161—# Address: Z& a4c J, it gze, 1eett n . Special Instructions: Date anted: 2 �y Zal a.m. p.m. Req er: C cts ., Ala Alig- "4- Sag P' ( - ii 414 - 08?5..._ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 34; %,reg lid . d / 42511/ /t-"74 C4— r P 47) 1416<//36,-rodfils 4ift less4-verirti - 0k U6t,vu,-1--t, ., Ala Alig- "4- Sag e.r-vvt:15 S k ©7 Inspector: Date: 21,*. REINSPECTION FEE REQUIRED. Prior to next inspection. f e must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P1 -o34.1P Project: ,, ,f Sov r' ,� {ie��t/ Type of Inspection: I L D,NG- isci/f4-L- Address: /3-2800 ,4 m9 -b fD s Date Called: Special Instructions: Q� Y 9 C9e.z..Xibti� 9 p G0 Date Wanted: a.m. 8 - p.m. Requester: Phone No: 4/i2.5- vix 08.5_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ///LL D j12oQ % A(S A//4e0 /1/0. /�/.s' ' ci7ca!s- c>". .5;erPf41)-7 P r ' bb' ' Bill1-006- t7)07 2s /11057 ,MW .R/6 Re//'N'T C/140 e,4' dS/7 1 ,4 tiY5-° i7cA'S' 5% Allc//AV& f//AL. ivt,CCf#1 u#(- 4i PxR04/ i c/tFz.D w.) s'/7-7 - Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bte 034401 Project: _.pOt it G 'CcIL Ni 4 _lfit! Type of Inspection: L uttlf4o Fliairt - Address: 15-2-60 Nlt'-kDAM2>t Date Called: s Special Instructions: 30 Viet w) Date Wanted: e^1 r)eq a.m. p.m. Requester: liti 4.24 -ALS Phone No: Z4 SC 4.414 QHS Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: � v L cpp.�7p, .z FeaPaL Inspector: Date: REINSPECT! N EE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bib 03%49 Project: ;04 Type of Inspection: Address: t I Cleo fillAcyabArA co Ss Date Called: Special Instructions: % , 6 Date Wanted: to -I! a.m.. Requester: Phone No: Approved' per plicable codes. Corrections required prior to approval. COMMENTS: 1-1Aer4lGyP Inspector: C� Date: 94° C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 jib X49 Project:p _ I , 9 4_ VI LW Type of Inspection: AIL- i/ o.✓ Address: /J MA .. iih Alit. !n� a Date Called: 3 - Special Instructions: a it �,� 1 L . ' C��=J Date Wanted: - Zen G stn p.m. Requester: 111 041A1 - Phone No: �/� 40)s--4-vi oCJ5'5 prior to approval. r., Approved per livable codes. ■ Corrections required CO,, S: ALA-- itISL U9-7io..) ' . 41 r.7 Date: zd--j/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bit) 034 Project: /� �._� e -16-4C._ . / l VI DO Type of Inspotipn: / tr 144/v�(� Address: /SGS go� W �Jo,_4 ` Date Called: Date Special Instructions: Date Wanted: Requester: Phone No: t_J Approved per applicable codes. COMMENTS: rections req • rior to approval. )uia -1- .n/(t YYLitirtr4/0 /451A -AW,, /jfirLA bled /o�s ‘Ifitc-fattt 0465ms, /144-te Dryv-54-Mer (\-+ok- _Titse4CAle., Inspector:3 r zo, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:, ,r th`7 ftC0464._ th MN.) Type of Inspection: "t"-5 t,wly Address: 52e0 Yt4AcAz— f Date Called: Special Instructions:, E... Date Wanted: 3^2.2--. 19 a. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4,./L //vdif 4/X Inspector: Date: n REINSPECTION FSE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p ?-a3ht q Project: & M- C'�etry 1/ , G �►.� Type o Inspection: Type Address: 15-280Z8O Mr�l /'Q 0 #., Date Called: — Special Instructions: If '�"�-C.. h Date Wanted: -1.1 rn 3-20-200 P.m. Requester P%z6- 9qy- 0 35c Approved per applicable codes. Corrections required prior to approval. COMMENTS: ya 04US a* ' \Q41 L trki_ i Cl!:P/H4 6 issi «xP I11J �s t l.� /*is- + _ o ►'' i�cApr- k_u61�18�, Sea S-fror waif' e or: `L r ate: t4 -(C.- �c4�✓ ou REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be a' • . 630 �• uthcentey$lvde 100. Call to scheytute reipspection. z_J9/9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 010 0341 Project: Type of Inspection: rT/4 TIt 6t In Address: /6 ZietV fiVi %.4O4ri. 128 S Date Called: Special Instructions:/ BLJJ t Date Wanted: /-22. I C . p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: e, sy ret_ Inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D�0,41 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1Type A,t, n(&OVL !!N of Inspection: W ' 4.9. b n(/eProjet: Address:AM /-57A9 PMCASten Date Called: Special Instructions: .E ., Date Wanted: 1-10-11 m. Requester: Phone No: 4 £ a 6bge DApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �W f �41 W 141 1-Crz---Fee.77:660-Aa4-‘ Inspector: Date: `Q //a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. TSE Engineering L r ? Re: SJ808470 HD COMPONENTS/SOUTHCENTER VIEW/AMS Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: I12464075 thru112464075 My license renewal date for the state of Washington is August 20, 2020. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2018 City of Tukwila BUILDING DIVISION September 14,2018 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI 1. 111A- 0349 CITY OF 1 UK WILA NUV 02 2018 PERMIT CENTER Job Truss Truss Type Qty Ply HD COMPONENTS/SOUTHCENTER VIEW/AMS 112464075 SJ808470 A01 MONO TRUSS 12 1 Job Reference (optional) nlss Co, umner, -2-0-0 1 2-0-0 8-1-15 8-1-15 1 8.220 s May 29 2018 MITek Industries, Inc. Thu Sep 13 13:31:48 2018 Page 1 I D:g?GCJRjaJLeEytU 1 z3YvOCyiyMZ-BNt6X84jBgjR_skOLk9FCS2gCzvoksWh2oCutQyel Jf 15-7-9 1 23.4-101 25-4-10 7-5-9 7-9-1 2-0-0 4x4 I I 7 8-1-15 8-1-15 1 15-7-9 7-5-9 1 23-4-10 7-9-1 Scale = 1:62.2 Plate Offsets (XY)-- [2:0-2-3.0-0-01[6:0-2-0.0-1-121 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 * BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.87 BC 0.70 WB 0.54 Matrix -MSH DEFL. in (loc) I/defl L/d Vert(LL) -0.16 11-14 >999 360 Vert(CT) -0.29 11-14 >950 240 Horz(CT) 0.05 8 n/a n/a PLATES GRIP MT20 185/148 Weight: 105 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except` W1,W3: 2x4 HF Stud REACTIONS. (Ib/size) 2=1061/0-5-8 (min. 0-1-13), 8=107210-5-8 (min. 0-2-4) Max Horz 2=324(LC 7) Max Uplift 2=-103(LC 10), 8=-180(LC 10) Max Gray 2=1082(LC 17), 8=1368(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 3-10, 5-8 FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1794/122, 3-4=-991/43, 4-5=-820/68, 6-8=-617/109 BOT CHORD 2-11=-209/1578, 10-11=-209/1578, 9-10=83/832, 9-15=-83/832, 8-15=-83/832 WEBS 3-11=0/278, 5-10=-0/497, 3-10=841/152, 5-8=-1077/175 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vuit=110mph (3 -second gust) Vasd=87mph; TCDL=4:8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 2 and 180 Ib uplift at joint 8. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard September 14,2018 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIT473 BEFORE USE. - Desgn valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB•69 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. theTRUSSco. INC. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Numbering 6-4-8 System dimensions shown in ft -in -sixteenths 4 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, g, is always required. See BCS11. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, 1, or Eliminator should be considered. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8, Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified, 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review and all portionsbefore ofuse. this Reviewing design (front, backpictures, alowordsne pictures) is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. MiffDimensions are in ft -in -sixteenths. 11.111614„. Apply plates to both sides of truss and fully embed teeth. O'�1fi I I 1 TOP CHORDS (Drawings not to scale) 2 3 3111111111111111bracing M_� For 4 x 2 orientation, locate plates 0- 'hs" from outside edgeIII of truss. This symbol indicates the TOP CHORD IL3. 4 p � c� a C7-8 C6-7 5-6 O F. BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A © 2006 MiTek® All Rights Reserved * Plate software PLATE 4 LATERAL BEARING 411 location x ��j�' II EMI required direction of slots in connector plates. details available in MiTek 20/20 or upon request. SIZE The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but Ilt reaction section indicates joint 4111.11 theTRUSSCo. INC. number where bearings occur. 0„.._-.1., 1...__,I Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. PLAN REVIEW/ROUTING SLII PERMIT NUMBER: D18-0349 DATE: 11/02/18 PROJECT NAME: SOUTHCENTER VIEW SITE ADDRESS: 15280 MACADAM RD S BUILDING E X Original Plan Submittal Response to Correction Letter # Revision # before Permit ssued Revision # after Permit Is 'ued DEPARTMENTS: lw 11\111L Building Division IM WI 1%* tt D Public Works Nk 1q10115‘ Fire Prevention Mt P'IIo11V6 Planning Divis o Structural Permit Coordir)tor PRELIMINARY REVIEW: DATE: 11/06/18 Not Applicable ❑ (no approval/review required) Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) n sininommo DUE DATE: 12/0448 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 RUFF CONSTRUCTION & MAINT NC iIoine EsnafioI Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index 1-lelp My Levi Workplace Rights Trades & Licensing 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 16120 WOODINVILLE REDMOND RD NE, SUITE 9 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 03/1211999— 02/16/2019 Bond CBIC Bond account no. SI2851 $12,000.00 Received by L&I Effective date 05/11/2009 05/11/2009 Expiration date Until Canceled Insurance Kinsale Insurance Company $1,000,000.00 Policy no. 0100007580 Received by L&I Effective date 09/13/2018 09/15/2013 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts 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= 11/15/2018 GENERAL NOTES 1. ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENTS THE CONSTRUCTION DOCUMENTS. THE'CONSTRUCTION DOCUMENTS' MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER REQUIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. 3. ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST IS MADE FOR CONSIDERATION. ANY SUBSTITUTION REQUEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING: A) THE PRODUCT HAS EQUAL PHYSICAL PROPERTIES TO THE SPECIFIED MATERIAL, B) THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLYING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. 4. THE CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. 5. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETY AND FALL PROTECTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLOYEES AND SUBCONTRACTORS. . 6. THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCY TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF REQUIRED, OUTSIDE OF NORMAL BUSINESS HOURS. 7. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLELY RESPONSIBLE FOR ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: A) PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B) PROVISIONS FOR ELECTRICAL SAFETY. C) PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL REQUIREMENTS FOR SAFETY IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETY AND FALL PROTECTION PROGRAMS. D) PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETY DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. 8. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. 9. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETY OF THE WORK SHALL APPLY 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 ANY MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE CONTRACTOR SHALL NOT PERFORM ANY WORK INVOLVING THE MATERIAL OR ANY WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLOYEES, INCLUDING ANY 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, TECHNIQUES, SEQUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSLY SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETY 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 ANY AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORITY TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND REQUIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILY CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILY REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTLY SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNER'S OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED BY THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAY REQUEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFY THE INTENT CONVEYED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS REQUEST SHALL PRECISELY STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WHY IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE REQUESTED INFORMATION IS REQUIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCY IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFY THE CONSULTANT IN WRITING AS SOON AS REASONABLY POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT REQUIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER REQUIRES ADDITIONAL WORK, HE SHALL NOTIFY THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REQUEST 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 REQUIRED BY THE SPECIFICATIONS OR SCOPE OF WORK OR IF REQUESTED BY THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BY A SUBMITTAL SHALL BE FABRICATED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. WORK CARRIED OUT BY CONTRACTOR IN ABSENCE OF APPROVED SUBMITTAL/ SHOP DRAWINGS SHALL BE AT CONTRACTORS OWN RISK. 18. IF A SUBMITTAL AND/OR SHOP DRAWINGS INDICATES A DEPARTURE FROM THE CONTRACT REQUIREMENTS, THE CONSULTANT MAY REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAY 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 REQUIREMENTS SHALL BE FURTHER AUTHORIZED BY A CHANGE ORDER, IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. GENERAL NOTES (cont'd.) 19. THE WORK SHALL BE IN ACCORDANCE WITH THE DESIGN DOCUMENTS, MANUFACTURER'S, INSTALLATION INSTRUCTIONS & RECOMMENDATIONS, AND THE APPROVED SUBMITTALS/ SHOP DRAWINGS. APPROVAL OF THE CONTRACTOR'S SUBMITTALS BY THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLYING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED BY CHANGE ORDER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILITY OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILITY SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITY. 21. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT, ALL EQUIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLY APPROVED BY THE OWNER OR REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK ANY MATERIALS CONTAINING ASBESTOS OR ANY MATERIAL KNOWN BY THE INDUSTRY TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY FOUND IN THE BUILDING INDUSTRY IN EVERY RESPECT. ALL ITEMS OF WORK SHALL BE DONE BY CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVITY TO WHICH THEY ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST QUALITY STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORITY, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, EQUIPMENT 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 THEY ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL HYGIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNIQUES INCLUDING PERSONAL PROTECTION EQUIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PHYSICALLY DAMAGED BY A GROWTH AND ROT MUST BE REMOVED PER THE HYGIENISTS PROTOCOL. APPLICABLE CODES: ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE WITH ALL APPLICABLE STATE AND CITY AMENDMENTS BUILDING INFORMATION: YEAR BUILT: 1978 ORIGINAL CONSTRUCTION TYPE: THREE-STORY CONDOMINIUM: TYPE V -A, NO CHANGE ORIGINAL OCCUPANCY GROUP: R2 -CONDOMINIUM, NO CHANGE ORIGINAL FIRE RESISTANCE BASED ON PROPERTY LINES: TYPE V-A (CONDOMINIUMS): NO CHANGE IN FIRE RESISTANCE ZONING: HDR (HIGH DENSITY RESIDENTIAL) LEGAL DESCRIPTION - BUILDING "E": PARCEL NO: 788895-0000 PLAT BLOCK/ BUILDING NUMBER: BLDG 'E' PLAT LOT NUMBER: UNIT D-101 QUARTER -SECTION -TOWNSHIP -RANGE: SW -23-23-4 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, #D104 TUKWILA, WA 98188 CONTACT: STEVE CONELLEY TEL: (425) 749-6730 EMAIL: srconelley@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: martin@dimensionalbc.com CONSTRUCTION MANAGER: GSG GROUP, INC 144 RAILROAD AVE, #101 EDMONDS, WA 98020 CONTACT: DOUG SAGE TEL: (425) 771-9349 EMAIL: doug@gsggroup.net CONTRACTOR: RUFF CONSTRUCTION, INC. 6505 233rd PLACE SE WOODINVILLE, WA 98072 CONTACT: DAWN FRASER TEL: (425) 487-0702 EMAIL: mail@ruffconstruction.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. SOUTH CENTER VIEW CONDOMINIUMS BUILDING 1:F? FIRE LOSS -TARGETED REPAIRS Sheet List Table Sheet Number Sheet Title G-1.0 GENERAL NOTES, DRAWING INFO., SITE PLAN & INDEX G-1.1 SCOPE OF WORK AND SPECIFICATIONS A-1.0 BUILDING E - FLOOR PLANS A-2.0 ELEVATIONS - BUILDING SECTION WP -3.0 CLADDING DETAILS WP -4.0 ROOF DETAILS WP -4.1 SHINGLES MANUFACTURER INSTRUCTIONS S-1.0 ROOF FRAMING AND THRID FLOOR PLAN ABBREVIATIONS A.B. ANCHOR BOLT EA. EACH N/A NOT APPLICABLE ABR ABBREVIATION E.B. EXPANSION BOLT N.T.S. NOT TO SCALE ENCL. ENCLOSURE NC AIR CONDITIONING EQ. EQUAL ADD ADDENDUM EP ENAMEL PAINT O.C. ON CENTER EXIST. EXISTING OP'G OPENING A.F.F. ABOVE FINISH FLOOR EXT. EXTERIOR OPP. OPPOSITE ALUM. ALUMINUM OSB ORIENTED STRAND BOARD ALT ALTERNATE PL PLATE F.F. FACTORY FINISH PLB'G PLUMBING FDTN FOUNDATION PNT. PAINT BLDG BUILDING F.E. F.F. FIRE EXTINGUISHER FINISH FLOOR PLYWD PLYWOOD BLK'G BLOCKING FIN. FINISH PR. PROP. PAIR PROPERTY BOT. BOTTOM F. FTT. FEET FLOOR PSF PVMT POUND PER SQ. FT. PAVEMENT C.J. CONTROL JOINT FT'G FOOTING Q CENTER LINE REINF. REINFORCED CL'G CEILING GA. GAUGE REQ. REQUIRED GLB GLU-LAM BEAM R.O. ROUGH OPENING CMU CONCRETE GWB GYPSUM WALL COL. MASONRY UNIT COLUMN GYP. BOARD GYPSUM SCHED. SCHEDULE CONC. CONCRETE HGT HEIGHT S.F. SQUARE FEET CONT. CONTINUE HORIZ. HORIZONTAL SIM. SPEC. SIMILAR SPECIFICATIONS HR. HOUR SQ. SQUARE d PENNY (NAILS) STL STEEL DBL DOUBLE I.B.C. INTERNATIONAL STOR. STORAGE DEMO DEMOLITION BUILDING STRUCT. STRUCTURE DIA. DIAMETER CODE DIM DIMENSION INSUL. INSULATION INT. INTERIOR TEMP. TEMPORARY DN DOWN JT. JOINT T&G TONGUE AND GROOVE DR DOOR T.O.P. TOP OF PLATE DTL. DETAIL KIT. KITCHEN TYP. TYPICAL EA. EACH L.L. LIVE LOAD UTIL. UTILITY E.B. EXPANSION BOLT VENT. VENTILATION ELEV. ELEVATION MAT MATERIAL VERT. VERTICAL OR ELEVATOR MAX. MAXIMUM VTR VENT THRU ROOF ENCL. ENCLOSURE MECH. MECHANICAL EQ. EQUAL MF'R MANUFACTURER W/ WITH MIN. MINIMUM OR MINUTE W/O WITHOUT EXT. EXTERIOR MISC. MISCELLANEOUS WC WATER CLOSET MTL METAL WIN WINDOW VICINITY PLAN f��-moi ({�r�*^^ '+ r 0:71: 1; 77,Q V! i :._....= i lJ Mechanical 1 Eloctrical ,I Plumbing l �J Gas Piping City of Tukwila BUILDING DIVISION AREA OF WORK FILE CC 77 Peri . , t?V " (r24/ Ip_ SOUTH CENTER VIEW CONDOMINIUMS BUILDING 'E' . REVIEWED FOR,.. CODE COMPLIANCE APPROVED WQV 13 2018 -CIt -of Tukwila BUILDING DIVISION AMAIreetaisrl '114111r 'c:ati:974111.71717r41 walk • Plan review re.„_! is suu oct to crrcr3 i,d omissions. Approval Gf C3uumuo C:Ca3 i,c1 r.uihCiieS' the violation of Lrny adoptcd C: o Or c dIr rtoo. Rcceipt of approved Field By: Data: rcl,n3 lodg3d: J IJ �.i,iil Ivi�u v City of Tukwila BUILDING DIVISION rREVISIONS No changes; F.b-,ij �.`;71..d to thr scope of work withr�;_.1 »: for 'approval of Tt,'r ;iia e1_ii1Cfrio Division NOTE: Reviser fs will require a new plan subrnittai and may i^;;lude additional plan review fees. SITE PLAN 03q9 RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER 0) 1- 0 Z PERMIT SET co 0 N LO .5 m vision • knowledge • solutions Li) O 0 co 5 a) m 0 CT) 0 cn w fr a w SOUTH CENTER VIEW CONDOMIN. W 0 w F - w C0 Lt () (1)0 J mow/ L.L.. LL O 000 co E co Q CQ 00 N SHEET NO. G-1.0 GENERAL NOTES, DRAWING INFO., SITE PLAN & INDEX DATE:10/15/2018 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 2018, 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. 1. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS ELEVATIONS PROVIDED HEREIN. 2. 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. 3. CONTRACTOR TO SECURE THE SERVICES OF A 24-HOUR FIRE WATCH IN COMPLIANCE WITH THE REQUIREMENTS OF THE FIRE MARSHALL, THROUGHOUT THE PROJECT. 4. 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. VENTED ROOF DEMOLITION. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS AND ELEVATIONS PROVIDED HEREIN. REMOVE AND LEGALLY DISPOSE OF EXISTING ROOF SHINGLES, ROOF UNDERLAYMENT, ROOF FLASHINGS, SHEET METAL FLASHINGS, ROOF VENTS, ROOF SHEATHING AND ALL OTHER RELATED ROOF ACCESSORIES. NON -VENTED ROOF DEMOLITION. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS AND ELEVATIONS PROVIDED HEREIN. REMOVE AND LEGALLY DISPOSE OF EXISTING ROOF SHINGLES, ROOF PLYWOOD SHEATHING, RIGID POLYISOCYANURATE INSULATION BOARDS, AND VAPOR RETARDER. INSPECT THE T&G DECKING AT THE NON -VENTED ROOF ASSEMBLIES AND REPLACE ANY DAMAGED MATERIAL IN LIKE KIND. SMOKE SEAL ANY AND ALL DECKING SCHEDULED TO REMAIN IN PLACE. 7. EXTERIOR WALL DEMOLITION. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS AND ELEVATIONS PROVIDED HEREIN. REMOVE ALL EXISTING SIDING, WATER-RESISTANT BARRIERS, CORNER TRIM, AND FLASHINGS. INSPECT THE EXTERIOR WALL SHEATHING AND REPLACE DAMAGED MATERIAL IN LIKE KIND. COORDINATE WITH THE PROJECT ENGINEER FOR ADDITIONAL DIRECTIVES. 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. 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. SECTION 2.0 DEMOLITION 8. INTERIOR DEMOLITION. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS AND ELEVATIONS PROVIDED HEREIN. WHERE NOTED IN THE PLANS, REMOVE AND PROPERLY DISPOSE OF INTERIOR GYPSUM SHEATHING AT WALLS AND CEILING, INTERIOR FLOOR COVERINGS, INTERIOR TRIM, INTERIOR INSULATION, INTERIOR CABINETS, INTERIOR FIXTURES, INTERIOR APPLIANCES, INTERIOR BATHROOM TOILETS/TUBS, AND INTERIOR DOORS. COORDINATE WITH THE ABATEMENT CONTRACTOR. 9. STRUCTURAL DEMOLITION. COORDINATE ALL AREAS OF DEMOLITION WITH THE PLANS AND ELEVATIONS PROVIDED HEREIN. COORDINATE ALL DEMOLITION WORK WITH THE PROJECT ENGINEER. WHERE NOTED IN THE PLANS, REMOVE AND PROPERLY DISPOSE OF STRUCTURAL ROOF SHEATHING, STRUCTURAL ROOF TRUSSES, STRUCTURAL ROOF ATTIC WOOD MEMBERS, STRUCTURAL INTERIOR HEADERS, AND STRUCTURAL BLOCKING. SECTION 3.0 ROOF ASSEMBLY REPLACEMENT 1. 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. COORDINATE WITH STRUCTURAL REPAIRS, 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. VENTED ROOFS SHEATHING: PROVIDE AN INSTALL NEW 1/2" CDX PLYWOOD. 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. 6. NON -VENTED ROOFS. a. VAPOR RETARDER: PROVIDE AN INSTALL NEW POLYETHYLENE INTERIOR VAPOR RETARDER, OVER THE T&G DECKING; ENSURE ALL LAPS ARE SEALED, OR OVERLAPPED A MINIMUM OF 12 INCHES. b. INSULATION. EXAMINE THE EXISTING EDGE BLOCKING AND REPLACE ANY MATERIAL THAT MAY BE CHARRED OR OTHERWISE DAMAGED; SMOKE SEAL ALL REMAINING ELEMENTS THAT WILL REMAIN. PROVIDE AND INSTALL NEW R38 CONTINUOUS INSULATION CONSISTING OF RIGID POLYISOCYANURATE BOARDS, IN NO LESS THAN 2 LAYERS, STAGGERED MIN. OF 24 INCHES, WITH TIGHT FIT ALONG THE EDGES. INSULATION CAN BE LOOSE LAID PROVIDED IT IS IMMEDIATELY COVERED BY SUBSEQUENT PLYWOOD SHEATHING, PROPERLY FASTENED. c. PLYWOOD SHEATHING. PROVIDE AND INSTALL NEW 1/2 INCH EXTERIOR GLUE CDX PLYWOOD SHEATHING. FASTEN THE PLYWOOD INTO THE T&G DECKING 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. 7. ROOF VENTILATION. ONLY APPLICABLE AT THE VENTED TYPE ROOF. PROVIDE AND INSTALL NEW ROOF VENTS AS PER ORIGINAL DESIGN, AND NEW EAVE-BAFFLES. CONTRACTOR TO CONFIRM THE VENTILATION MEETS CURRENT CODE. 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. 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. 12. 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. 11. 13. 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. 14. VENT STACK FLASHING. PROVIDE AND INSTALL NEW RUBBER-GASKETED, (NO -CAULK) METAL FLANGE FLASHINGS TO DAYLIGHT BATHROOMNACUUM VENTS, GB STYLE ROOF FLASHINGS BY IPS CORPORATION, OR ESM STYLE ROOF FLASHINGS BY OATEY. 15. 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. 16. 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. 17. 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 MANUFACTURERS REQUIREMENTS. INSTALLATION MUST BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SHINGLE MANUFACTURER TO SECURE THE MATERIAL, WIND AND LABOR WARRANTY. 18. VALLEY CONSTRUCTION IS TO BE DETAILED WITH 'W STYLE SHEET METAL VALLEY, MANUFACTURED FROM 24 GA. KYNAR FINISHED G90 GALVANIZED SHEET METAL. 19. PROVIDE AND INSTALL ALL SINGLE -SOURCED UNDERLAYMENT, SELF ADHERING MEMBRANE, APPROVED STARTER STRIP, AND HIP/RIDGE CAPS AS NECESSARY TO SECURE THE REQUIRED WARRANTY. 20. SKYLIGHTS. NO WORK ANTICIPATED. 21. INSTALL NEW OSHA APPROVED PERMANENT ROOF ANCHORS, AT THE RATE, SPACING AND LOCATION RECOMMENDED BY OSHA. 22. GUTTERS AND LEADERS. ALL GUTTERS AND LEADERS TO REMAIN IN PLACE. 25. 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. - ROOF VENTS: RV -49 OR SIMILAR 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. SECTION 4.0 SIDING ASSEMBLY REPLACEMENT 1. 2. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. REFER TO THE EXTERIOR ELEVATION PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO ROOF WORK, INTERIOR WORK, STRUCTURAL WORK, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL NEW INSTALLATIONS INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. GYPSUM SHEATHING. WHERE REQUIRED DUE TO DAMAGE, AND AS COORDINATED WITH THE PROJECT ENGINEER, PROVIDE AND INSTALL NEW SHEATHING TO MATCH EXISTING 5/8 INCH FIBERGLASS -FACED GYPSUM SHEATHING. NAIL THE SHEATHING USING 1.5 INCH LONG 11 GA. ROOFING NAILS, SPACED AT 8 INCH THROUGHOUT. 6. INSULATION. REMOVE AND REPLACE EXISTING INSULATION THAT HAS EVIDENCE OF WATER DAMAGE, SMOKE DAMAGE; OR CHARRING. EXAMINE ANY EXPOSED WALL CAVITY TO ENSURE ALL EXTERIOR WALLS ARE FULLY INSULATED WITH MIN. R=35 PER INCH BATT INSULATION, AND A VAPOR RETARDER INSTALLED IN THE WARM SIDE OF THE ASSEMBLY. COORDINATE WITH PROJECT ENGINEER. REPLACE IN LIKE KIND VIA THE CHANGE ORDER PROCEDURE. 7. PLYWOOD SHEATHING. WHERE APPLICABLE, EXAMINE THE % INCH PLYWOOD SUBSTRATE AND ONLY REPLACE THE MATERIAL THAT IS NO LONGER IN GOOD SERVICEABLE CONDITION. COORDINATE WITH THE OWNER AND THE PROJECT ENGINEER. REPLACE IN LIKE KIND VIA THE CHANGE ORDER PROCEDURE. 8. PROVIDEAND INSTALL NEW WATER -RESISTIVE BARRIER ('WRB'), FLASHINGS AND SHEET METAL TRIMS/FLASHINGS AS PER THE PROVIDED DRAWINGS. ENSURE ALL WALL PENETRATIONS ARE PROPERLY TREATED WITH AN APPROVED FLASHING SYSTEM. THE INSIDE AND OUTSIDE VERTICAL CORNERS SHALL BE REINFORCED WITH A CONTINUOUS STRIP OF 6 INCH WIDE SELF ADHERING FLEXIBLE FLASHING. INSTALL IN STRICT COMPLIANCE WITH THE PUBLISHED LITERATURE OF THE FLASHING, WRB AND SIDING MANUFACTURERS PUBLISHED LITERATURE. 9. ALL EXTERIOR VENTS COVERS, VENT LOUVERS, VENT CAPS, HOSE BIB BLOCKING (8 TOTAL), ELECTRICAL OUTLETS (1 PER PATIO / DECK), AND UNIT SIGNAGE WILL BE REMOVED AND REPLACED. ALL MAJOR EXTERIOR LIGHTING WILL BE RE -USED OVER NEW BLOCKING. REFER TO THE DETAILS FOR SPECIFIC COMPONENTS. ALL EXTERIOR PENETRATIONS WILL BE TRIMMED WITH NECESSARY FC TRIM IN 5/4 X MATERIAL WITH CHAFFERED EDGES, AS PER THE DESIGN DOCUMENTS. ALL MECHANICAL VENT COVERS SHALL BE PROVIDED WITH AN AIR DAMPER OR LOUVERS TO PREVENT BACKFLOW OF EXTERIOR AIR, AND SHALL BE FULLY TAPED TO THE EXISTING DUCTING WITH ALUMINUM FOIL HEAT RESISTANT TAPE. 10. WOOD TRIM INSIDE CORNER. PROVIDE AND INSTALL NEW 2X2 TRIM AS PER ORIGINAL LAYOUT. USE STAINLESS STEEL FINISH NAILS OR STAINLESS STEEL SIDING NAILS, 16/18 GA, AT MAX. 24" ON CENTER. FC TRIM. PROVIDE AND INSTALL NEW FIBER CEMENT TRIM AS PER ORIGINAL LAYOUT. USE STAINLESS STEEL FINISH NAILS OR STAINLESS STEEL SIDING NAILS, 16/18 GA, AT MAX. 24" ON CENTER. 12. METAL FLASHINGS. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL FLASHINGS ON TOP OF ALL HORIZONTAL TRANSITIONS BETWEEN DISSIMILAR MATERIAL, MEASURING 6 INCH OR MORE IN WIDTH. THIS INCLUDES ALL EXTERIOR DUCT VENT COVERS, LIGHT FIXTURE BLOCKS, WINDOWS; EXTERIOR DOORS,' HORIZONTAL FLOOR BANDS, TRANSITIONS TO CONCRETE FOUNDATIONS, OTHERS AS APPLICABLE. ALL FLASHING LAPS SHALL BE 2 INCH FOR FLASHING WIDTHS UP TO 6 INCHES, AND 3 INCH FOR THOSE ABOVE 6 INCHES WIDE; ALL OVERLAPS MUST BE FULLY SEALED WITH POLYURETHANE CAULKING. ALL METAL FLASHING TERMINATIONS MUST BE PROVIDED WITH FOLDED END DAMS. ALL FLASHINGS MUST BE FABRICATED AND INSTALLED TO SHED WATER AWAY FROM THE BUILDING AT 15 DEGREES SLOPE. FOLLOW THE GENERAL GUIDELINES PROVIDED BY SMACNA FOR BOTH FABRICATION AND INSTALLATION. 13. PROVIDEAND INSTALL NEW EXTERIOR CLADDING SYSTEM CONSISTING OF FIBER CEMENT LAP SIDING. PROVIDEAND INSTALL NEW 5/16 INCH THICK HARDIE PLANK IN SMOOTH FACE. CAULK ALL THE SIDING TERMINATIONS TO DISSIMILAR MATERIALS. ENSURE ALL THE FIELD CUTS ARE PRE -PRIMED PRIOR TO INSTALLATION AND CAULKING. INSTALL THE SIDING IN STRICT COMPLIANCE WITH THE PUBLISHED INSTALLATION INSTRUCTIONS OF THE MANUFACTURER, PROJECT SPECIFICATIONS AND PROJECT DRAWINGS; WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL. 14. SIDING JOINTS. DETAIL ALL SIDING JOINTS WITH A BACKING PLATE, NO CAULKING. BACKING PLATE SHALL BE MADE FROM 28 GA. ALUMINUM STOCK OR 28 GA. PRE -PRIMED GALVANIZED SHEET METAL. ALL SIDING JOINTS SHALL BE 1/16 INCH WIDE OR SNUG FIT (NOT TIGHT) TO ALLOW FOR EXPANSION AND CONTRACTION OF THE SIDING. 11. 15. 19. 20. PAINT. ALL EXPOSED SURFACES ARE TO BE PRE -PRIMED AT THE FACTORY; IF SO NECESSARY DUE TO CUTS, ALL END CUTS ARE TO BE FIELD PRIMED, AND THEN PAINTED WITH MINIMUM 2 COATS OF APPROVED PAINT, PER THE COLOR SCHEME SELECTED BY THE OWNER. REFER TO THE APPROVED COLOR SCHEME RENDERING. MATERIALS & MANUFACTURERS. EXTERIOR GYPSUM SHEATHING: 5/8 INCH DENS GLASS GOLD, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. EXTERIOR PLYWOOD SHEATHING:'/ INCH CDX EXTERIOR GRADE PLYWOOD, 4 PLIES MINIMUM, INSTALLED PER THE GENERAL RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. WRB: FORTIFIBER BUILDING SYSTEMS "JUMBO TEX" 60 MINUTE BUILDING PAPER INSTALLED IN A DOUBLE COURSE FASHION, OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. FLEXIBLE FLASHINGS: PROTECTO WRAP BT2OXL, GRACE PRO, GRACE ULTRA, OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. SMALL PENETRATION FLASHINGS: PREMANUFACTURED FLASHINGS BY QUICKFLASH, LIQUIFLASH, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. FC LAP SIDING: SMOOTH FACE HARDIE PRODUCTS, 5/16 INCH THICK, 7 INCH EXPOSURE OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. USE THE BLIND NAIL METHOD FOR INSTALLATION. FC TRIM. BY JAMES HARDIE 5/4" THICK BY 4 AND BY 12 AS SHOWING ON THE DRAWINGS. INSTALL THE TRIM PER MANUFACTURER. FC LAP JOINT BACKING. 28 GA. STOCK PRE -PRIMED GALVANIZED OR ALUMINUM, 4 INCH WIDE. WOOD TRIM. CEDAR, TIGHT KNOT, KILN DRIED OR BETTER OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. MOUNTING BLOCKS. TK CEDAR, STURDI-MOUNT, OR OTHERS AS APPROVED BY SUBMITTAL PROCESS. FASTENERS: STAINLESS STEEL, OR AS PER BEST RECOMMENDATIONS OF THE SIDING MANUFACTURER. FINISHES PER APPROVED NEW COLOR SCHEME. INSTALL ANY AND ALL FC SIDING, FC TRIM, WOOD TRIMS, WRB, SHEET METAL TRIMS, SHEET METAL FLASHINGS, FLEXIBLE FLASHINGS AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURERS, THE APPROVED DESIGN DOCUMENTS AND THE REFERENCED INDUSTRY STANDARDS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 21. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS AND INSTALLATION REQUIREMENTS OF THE APPLICABLE MANUFACTURERS. 22. 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 FINAL INSTALLATION MUST BE AT THE MINIMUM SUFFICIENT TO SECURE THE LABOR AND MATERIALS WARRANTY AS REQUIRED BY THE OWNER/ARCHITECT. THE FINAL INSTALLATION MUST BE WEATHER -PROOFED. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. SECTION 5.0 INTERIOR RESTORATION. 1. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO ROOF WORK, INTERIOR WORK, STRUCTURAL WORK, ETC. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL NEW INSTALLATIONS INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. SWING DOOR. PROVIDE AND INSTALL NEW PRE -HUNG INTERIOR DOORS AND HARDWARE IN LOCATIONS NOTED IN THE PLANS. ASSUME STANDARD INTERIOR GRADE SWING DOOR, 3 HINGES, PRE -HUNG, HOLLOW CORE, SIX PANEL STYLE, PAINTED TO MATCH EXISTING. ENSURE THE NEW DOOR AND FRAME ARE INSTALLED TRUE PLUM, LEVEL AND SQUARE AS NECESSARY TO ENSURE PROPER ACTUATION AND LATCHING. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 6. VANITY CABINETS. REMOVE AND RE -INSTALL, OR REMOVE AND REPLACE AS NOTED IN THE PLANS. WHERE REPLACEMENT IS NEEDED, PROVIDE AND INSTALL NEW CABINETS TO MATCH ORIGINAL, INCLUDING NEW COUNTERTOPS, NEW SINKS AND NEW FAUCETS. 7. KITCHEN FURNISHINGS. REMOVE AND RE -INSTALL, OR REMOVE AND REPLACE AS NOTED IN THE PLANS. WHERE REPLACEMENT IS NEEDED, PROVIDE AND INSTALL NEW CABINETS TO MATCH ORIGINAL, INCLUDING NEW COUNTERTOPS, NEW SINKS AND NEW FAUCETS. PROVIDE AND INSTALL NEW 15HP GARBAGE DISPOSAL UNDER KITCHEN SINK. 8. BATH TUB/TOILETS. REMOVE AND RE -INSTALL, OR REMOVE AND REPLACE AS NOTED IN THE PLANS. WHERE REPLACEMENT IS NEEDED, PROVIDE AND INSTALL NEW TUBS AND TOILETS TO MATCH ORIGINAL. 9. APPLIANCES. REMOVE AND RE -INSTALL, OR REMOVE AND REPLACE AS NOTED IN THE PLANS. WHERE REPLACEMENT IS NEEDED, PROVIDE AND INSTALL NEW APPLIANCES TO MATCH ORIGINAL. 10. INTERIOR DRYWALL. EXAMINE THE WALL CAVITY TO ENSURE THE EXTERIOR AND PARTY WALLS ARE FILLED WITH FIBERGLASS BATT INSULATION, WITH MIN. R3.5 PER INCH. PROVIDE AND INSTALL NEW INTERIOR TYPE X DRYWALL TO MATCH ORIGINAL (1/2 INCH AT CEILING, AND 5/8 INCH AT WALLS). SECURE THE DRYWALL PER CURRENT BUILDING CODE REQUIREMENTS, OR WITH 1.5 INCH DRYWALL SCREWS SPACED AT 6 INCHES ON CENTER AT THE FIELD AND 6 INCHES ON CENTER AT THE EDGES, WHICHEVER IS MORE STRINGENT. TAPE, MUD, TEXTURE, PRIME AND PAINT TO BEST MATCH PRE-EXISTING CONDITIONS. USE ONLY ZERO VOC PRIMER AND ZERO VOC PAINT, SUCH AS SHERWIN WILLIAMS HARMONY WALL PRIMER AND SHERWIN WILLIAMS HARMONY PAINT. 11. FLOOR FINISHES: TO MATCH EXISTING. COORDINATE WITH OWNER REPRESENTATIVE. SECTION 6.0 STRUCTURAL RESTORATION. 1. PLEASE REFER TO NOTES AND DETAILS PRESENTED IN STRUCTURAL SHEET S1.0. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2018 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 02 2018 Oltsop PERMIT CENTER PERMIT SET co 0 N O c,t) 0 -J-J U) 0 0 "5 ca vision • knowledge • solutions O m (/) W z CJ (0 (o N Lt) N Z 0 0 z 0 U tt W W I -- Z W U 2 0 co Ct Q Cl. IW/ L.L. ■ 1 ■ - O W cf) w -o U cia o co Ct Q GD E 00 i- ca 0) Cn co <( Cn (a5 0 .J 5 6 UJ 2 co Et II LN Lt_ r I - SHEET NO. G-1 .1 SCOPE OF WORK AND SPECIFICATIONS DATE:10/15/2018 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. 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ELECTRICAL, MECHANICAL, 1 1 11 1 IMI 11 1 I I I 1 1 1 1 I 1' 1 i 1 1 1 1 1 1 1 I 1 1 I t� - INSULATION PLUMBING AND AND �����......�......+.. 1 1 `t--1- -t - r --t r 1- -I---1-- t-1 t --t---r--t--r--1---t--1---t-1 1 1 f t - r -1 - PLUMBING AND OTHERPLYWOOD ADDITIONAL PERMITS WILL BE REQUIRED. COORDINATE WITH THE CITY OF TUKWILA J U U L J U U L OTHER SHEATHING =I•MII•�=II���=���=MI1 1 I I 1 I I I 1 I 1 I 1 I I I I 1 I- 1 1 1 I 1 I est ADDITIONAL PERMITS WILL BE �mm�mm�mm�=si��mmo 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ��1M��►���M��■;1���1 I 1. 1111111111111_ 1 1 1 1 1 1 9 REQUIRED. COORDINATE WITH (E) ROOF THE CITY OF TUKWILA TO REMAIN 4'-0" _ WP-4.0�" i O PARTIAL SECOND FLOOR PLAN 6'-8" PARTIAL ROOFING PLAN K 2> 11 / \ 11 1 2 \ WP 4.0 / WP -4.0 1/8" =11-0" A REMOVE O WALL AND REPLACE GYPSUM BOARD (E) 5/8" BOTH ====�����""�S i'Ll}fir..;F r �fY; en odo 0 Pa _ #4 �.,�► G ce o a SIDES A-2.0 A-2.0 X W •• REMOVE o AND REPLACE E O 5/8" WALL ONLY GYPSUM BOARD ONE SIDE ------ \ \ . J L (E) WALL GYPSUM BOARD TO / \ REMOVE \ / WALL ONLY AND GYPSUM REPLACE BOARD (E) ONE Y2' SIDE - _ - o REMAIN UNIT t- UNIT REMOVE 4� APPLIANCES AND REPLACE AND CABINETRY (E) F1 1 re 4JL_J UNIT UNIT ::::::::•.:•.:•� 105 r-=_,_ 106 REMOVE 6 GYPSUM AND CEILING REPLACE (E) %z' 4:: ::::::::::......:1 1-:. ::..:::.j..:1 • t EW W W J 305 /- 11 II 11 306 11 �, II 1 REMOVE BATHROOM CABINETRY 6 \ REMOVE / GYPSUM AND REPLACE FIXTURES AND REPLACE CEILING (E) - I 1 AND LJ 1 �..r.-.:•-;. ,;:1 (E) 1/2" :1 • ;i ,,.........,,..._......_•----� REVIEWED CODE ArPROVED NI1V c;qy COMPLIANCE 13 �f Tukwila .._...,,...,........• FOR 2018 CONDOM` REPAIRS E ith 1 4 + u P S BUILDING DIVISION S LLI F- a,CO •• I/ 0 O / \ / \ / \ I` ` W I -'-I \(3) OCC) W (Y 00 V _1 0 W - v UNIT �2� UNIT I, UNIT N co co co C3) UNIT UNIT UNIT 107 108 o® (ye 109 307 308 _ __ ( 71 1- -Jr- 1VI I 1 �_ 1 309 Z 1 W 0 CCS < ®O - f ago - 0 I i rr J O 8� -•;:: • 0 - L m 0 T _ WALL CZ �- -� ABOVE \ '' / © 7 1 1..._ .......... ........ _ 111 0 nr D U -I D co / A i , O .... .... 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MAINTAIN 24 HOUR FIRE WATCH (E) n ,• ':::}.:}::;1r E..:.'`:::..................................::{r.::.::::::.:::.'.':.'::......:.'..:a 1 AS REQUIRED BY THE FIRE V V AND AS REQUIRED BY THE FIRE INTERIOR DOORS UNITS 309, 11 W ............................... ::: r::::; •• 'MM. DEPARTMENT. 3. ELECTRICAL MECHANICAL,STYLE PLUMBING AND OTHER ADDITIONAL PERMITS WILL BE REQUIRED. COORDINATE WITH Q THE CITY OF TUKWILA e D 308, 306 AND 305. CONTRACTOR DEPARTMENT. "'- TO VERIFY DOOR LOCATION,.:.: 3. ELECTRICAL, MECHANICAL AND SIZE. ............................... ......... ............................... .......... ........................................... ................................................ r:;•}:•:::: ............... .. : `• ..:: [:.�:.:�:.�"::•::•:.;::�::::�:�:;:::::;;:�:•}l t•:::::;•r;�:F�.�•:•.•. ..................... � 1••••••••..• •::� Ansi . 0 PL PLUMBING AND OTHER ADDITIONAL PERMITS WILL BE REQUIRED. COORDINATE WITH• THE CITY OF TUKWILA. J u ............ ................................................. ... ............................ ..{E}:•::•::•::•:•::�::•:::•::•::•:�� 1. ..{F}:::.•:?:;::•:a :;•:� 1 O PARTIAL GROUND FLOOR PLAN I 4 1BUILDING RECEIVE OF TU KWILA O PARTIAL THIRD FLOOR obi& E - FLOOR PLANS PLAN 10 3 DATE:10/15/2018 vs° = 1'-0° 03TY ,� , NUV 02 201 1/8 - 1 _ -0 �...� PERMIT Ct5N7ro 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 N 0 U Ta0 •N a) E 0 co N • a 0 U O REMOVE AND REPLACE A NOTES: 10-15-2018 PERMIT SET (E) SHINGLES, INSULATION AND . SHEATHING E s-1.0 D 3 • (-sit° NEW TRUSSES @ N,-. �I wP a.o 3 X_ POST A -2.o 24" O.0 -SEE SHEET S-1.0 REMOVE AND IiIMUNIMINIMP-ril 11111■MINIMI M11111111111■11111■11111■11111■11111■11111■11111■1111 ■11111■I1I1i%1111 1MI1MMINi11■I■111■I■111■IMIIIIMinti 11111111111■11111■11111■11111■11111■11111■11111■11 REMOVE (E) PLYWOOD IIIA AND REPLACE SHINGLES, BATT INSULATION AND SHEATHING ■ MINIIIA■IIIA■IIillmiLIM 1■I■ICM■111■1l11111■IIIIII■IIIM11 II■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIA■IIIII■IIIII■IIIII■ 111■11111■11111■11111■11111■11111■11111■11111 '1111■11111■11111■11111 MOI REPLACE (E) %2' GYPSUM BD HIGH WALL - I SEE SHEET S-1.0 ►l 6X BEAMS AT 48" O.C. Dimensionalhkr Building Consultants, LLC vision knowledge solutions 626 120th Ave NE, Suite B101 Bellevue, WA 98005 425-455-2046 l I 1 I I 1 1 1 1.,., 11111111s-�.o s �.o �J�11 A! I 111,11111111 �.. 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DAMAGED WP -4.0 AS NEEDED; SEAL BOTH SOUTH CENTER VIEW CONDOMINIUMS FIRE LOSS TARGETED REPAIRS BUILDING E 15280 Macadam Road South Tukwila, WA 98188 '+„ � kdk '"�, ": �f..iY.p� �s..M.°cv'4da�:.t't0h^�4'itt�.:is"'"ti^�%,u�&ku"M"',5'±z�iW.+"t t�R.`N�vR:+�'4".5:4 m`k�nFkS 4.F.� a •i,:tib.:lS.R 5 r.,. .: i. �.,. : r.. ... - .ex ".$ �#."r:., r,:1 }kv..,d: t �,,,', rM.SJ ■ �., ?AA.","ik,N,.F�l.'i¢iPL.w"Yk1:'s'#`3'ia`«p'3'v�d4�+'335}'k n: �.hE::!. .., ;, .,y Y�� ., .lam :.r`"2aiakkzYim.' eY.rd¢:w"Nr r ...e. � r.,.,�4# ..E. ,�1��k��.49..,�p®fix,®n.�L,r'#. > ,... ) ,.w.n s ,".r ,4., a.+ .1,. ..r „rc {d9."`eP.,n*+hII4 ,. t'n ., ,,r ,>>3 �R . u..0-... ,,4, ''.�, ■S. �i..a. .'i Y"a. °r. r. - l":emMix 3? &.4�.^ke ..r:.�..1� -1_ -tom__I_ I�)U11, ■1111111111■11111■IIIII■IIIII■11111■I1111■I1111■11111■11111■11111■II111�IPLPINPRI111111■1111I■11111■11111■11111■11111■11111■111111111I■I111I■1111I■11111 -1�_1��---ir��---1_-_�-1_�--_I_�_-_I_�_--���-�X:.%�Y�a,2Ji ,wa'u„2%at+S ��.Ah?��. 1-111-1- 1 IIgal 111■11111■11111■11111■11111■11111■i1111■11111■IIIII■11111■IIIII■11111■111w effigan1111■IIIII■IIIII■IIIII■11111■11111■11111■11111■I1111■I111I■IIIImen , TX i i F IIII■ II■ 1111■I 111■ 11111111■III■ 111I■1111I■ 1111■I 11■ III, ■ II■IIIII� III■IIIII■ 11111■I�J I■ 111111111■ 1 11■ IIIII - ��1; IMI.IniIr1111Iu11111iI11uiru11.Ii1II.11111■11111r11111■i1111u1111 II� II�111I■III/1111111■1111II11u1I■I�IIIu1111I■I111I.i1II1ii1111�i� ■IIIII■I111I■IIIII■IIIII■IIIIIIIIII■11111■IIIII■11111■II111■IIIII■111 1111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IL:II■IIIII■IIIII■I1111■IIIIII II■11111■11111■11111■11111■11111■IMI■I111I■IIIII■11111■IIIII■11111■I 111111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■11111■I1111■I1111■IIIII■IIIII u1I■11111II111I1/11111■IIIII■IIIII■IIIII■IIIII■III11■I111I■IIIII■III111 I■11111■IIIII■11111■IIIII■IIIII■111111■11111■I1111■IIIII■IIIII■11111■111 mommit■II 1I■!1J11■ij1111■nnp■!11II■IU!I■nmi1m11IIII!1g Immi Iomp 1!! 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U J J Cl) CO O U m R3 O .N a) E 0 co N '170) 0 U O SIDING PER ELEVATIONS LAP FIELD WRB (2 LAYERS) OVER 6" SELF-ADHESIVE MEMBRANE OVER VENT FLANGE & TARGET WRB 3" FLANGE OF SOLDERED GALV. VENT FLANGE PREFINISHED METAL VENT SHROUD SLOPE TOP OF SHROUD AND CONNECT TO FLANGE WITH GASKETED FASTENERS HINGED VENT OR PLASTIC FLAPPER STYLE DAMPER. SIZE 1" LARGER DIA. OF EXISTING DUCT NOTE: FOR FLASHING INSTALLATION SEQUENCE, SEE DETAIL 4 / WP -3.2 . PROVIDE HEMMED DRIP EDGES PROVIDE SEALANT ON 3 SIDES CONTINUOUS FOIL TAPE SEALANT AROUND VENT PIPE SEAL FLANGE OVER W.R.B. WITH SELF-ADHESIVE FLASHING TUCK (2) LAYERS FIELD W.R.B. UNDER TARGET W.R.B. AND TAPE LAP JOINTS E WALL PENETRATION FLASHING 2 3" = 1' 0 W H Z 7 7 7 V TYP. WALL ASSEMBLY 6" = 1'-0" (E) STUD WALL & INSULATION SHEATHING (2) LAYERS OF WATER RESISTANT BARRIER (W.R.B.) SIDING PER ELEVATION PERMIT SET co 0 CV INTERIOR LAP (2) LAYERS OF WRB OVER CORNER 12" EACH SIDE SIDING PER ELEVATIONS CONTINUOUS BEAD OF SEALANT // PER MANUFAC. (E) LAP SIDING TO REMAIN WRAP 12" CONTINUOUS SELF -ADHERING FLASHING 6" EACH SIDE OF WALL OVER WRB CONTINOUS BEAD OF SEALANT 4X4HARDIE CORNER TRIM, TYP E TYP. OUTSIDE CORNER TRIM 5 1'-0" O cn D 0 J u) CO 0 U m vision • knowledge • solutions evue, WA 98005 CO 03 L4. o N N d' a) N co En ce n: x W 7. FIELD W.R.B. AT HEAD COORDINATE DEPTH WITH CLADDING SYSTEM - SLOPE 10° TO DRAIN 6. APPLY SAF TO W.R.B. TARGET FLASHING AND TO FIELD W.R.B. AT JAMBS AND SILLS. (TYP,) FLANGE 3. INSTALL DIAGRAM FULLY SOLDERED METAL VENT FLANGE 3, CONTINUOUS BEAD OF SEALANT BEHIND s W.R.B. TARGET FLASHING STEP FOUR INSTALL HEAD WRB & SHROUD i INSTALL GASKETED SCREWS STEP THREE (ENLARGED) - LAP FIELD WRB OVER SELF-ADHESIVE FLASHINGS. INSTALL PER -MANUFACTURED MECHANICAL VENT COVER 4. APPLY 6" STRIPS OF SAF. OVER THE FLANGE ONTO W.R.B. TARGET FLASHING 5. FIELD W.R.B. TUCKED UNDER W.R.B. TARGET FLASHING AT SILL AND JAMBS 1. INSTALL W.R.B TARGET FLASHING STEP ONE - INSTALL TARGET FLASHING STEP TWO - INSTALL FLANGE 2. CUT HOLE FOR DUCT F ■ . ESLYE_ ....: --- RaffErOJED FUR CODE COMPLIANCE APPROVED NOV 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ESEQUENCE ISOMETRIC NuVO22O» v 1 1/2" =1'-0'g. 03 ER PERMIT CENT Z D ct Z O W I- j w Lt W Z � U = J W LL D m O CO o op ft 00 Eco a) < (Cel Eccs- co .�S CV �= SHEET NO. WP -3.0 CLADDING DETAILS DATE:10/15/2018 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 2018, Dimensional Building Consultants, LLC kor %•idril 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 U) c 0 0rn c co a) E 0 o 0 0 U O NEW ASPHLAT SHINGLES NEW /EXISTING SHEATHING, V.I.F.PE(N) ASPHALT R SCOPE SHINGLES N UNDERLAYMENT ( ) PER SCOPE (N) 1/2” PLYWOOD I - SIDING PER ELEVATION 2 LAYERS OF WRB .� (@ TOUNGE & GROOVE SECTION, PROVIDE NEW 1" INSULATION - NOT SHOWN)) EXTEND STEP FLASHING UP VERTICAL WALL W/ 6" -WIDE SELF -ADHERING IITiiiiiiiiiiiii FLEXIBLE FLASHING UNDER W.R.B. & OVER FLASHINGNEWUNDERLAYMENT I EXTEND STEP FLASHING UP VERTICAL WALL W/ 6" -WIDE FLASHING UNDER W.R.B. & OVER FLASHINGLLI STARTER STRIP I —' _/_._...„___/1= SIDING PER ELEVATION / / - - - - - ���,-,-,-,-,- •-•-1- M.-1 -AM1 '-'-'- SHEATHING f W / / / a 1 STEP FLASHING )I I STARTER STRIPEXISTING RAFTER /TRUSSES / / NOTES: 10-15-2018 a a I 0 0 EXISTING ATTIC INSULATION - NO CHANGE Z.1 "R38" 00 0) _:-------------- :0 !lilt!!! \ % (N) CONTINUOUS RIGID INSULATION C 2 CD "4" EXISTING METAL FLASHING TO • REMAIN0. rni111414 j ' Q N N 4%1>- g CD 0 ti :- T M - =��- )imensii uilding Consultants, LLC vision •know 120th Ave NE, Suite B101 E 425-455-2046 ROOF SHINGLES \/` J f i J— -� ��_CONSTRUCTIONi(((((((((( NEW VAPOR RETARDER PER SCOPE OF WORK (((( EXISTING ASPHALT ROOF SHINGLES - PROTECT DURING E TYP. ROOF ASSEMBLY 2 NG OF STRUCTURAL ���� T&)G DOCKING E ASSEMBLY @ UNVENTED ROOF ROOF TO WALL STEP FLASHING ROOF SHEATHING E E ROOF TO WALL TRANSITION 3 /_ \ 6=1-0 Il FASTEN UNDERLAYMENT AS NECESSARY TO HOLD IN PLACE WITH HEAD CAP NAILS- FOR FASTENER APPLICATION, SEE DETAIL T-4.0 FIRST AND SUCCEEDING COURSES OFUNDERLAYMENT LAPPED 19"- C:).60 �$ , 1 / 1 // -., ,' 1 1 ,' NOTE: - ROOFING, UNDERLAYMENT & CLADDING NOT SHOWN FOR CLARITY GUTTER NOT SHOWN FOR CLARITY - TRIM GUTTER AND FASCIA AS REQUIRED FOR NEW CLADDING ASSEMBLY — (.01" N CO 12„ (6„� � WP LINE OF EXTERIOR FACE OF EXTERIOR WALL 04 WALL DECK 3 �8" MIN. �- ` J i I I �� 6" 2" OVERLAP 6"X6" STEP FLASHINGS. INTEGRATE INTO NEW KICKER IN WEATHERBOARD FASHION. COVER WITH UNDERLAYMENT 1 -PIECE 24 GAUGE FULLY SOLDERED GALV. KICKER FLASHING. INTEGRATE WITH UNDERLAMENT-PAINTED EXISTING ROOF FASCIA. 1" FROM FACE OF CLADDING. PROVIDE TARGET FLASHING OF ICE ° 4';:. ' Vf i 0' -1 38372 s3" EXPIRES 03 MAR 2019 1 1 I 1 / ‘k \ 0 �' \,r Ilk /2 4/ / - METAL DRIP EDGE APPLIED / / DIRECTLY TO DECK; S.A.M.PROVIDE / BONDED TO FLANGE 26ga PER 1 i E/ / E/ A V 0 %e" MIN. 1 O STRAIGHT, GOOD PENETRATION AND WITH SHINGLE SURFACE V 2 3 O O 0 UNDERDRIVEN: OVERDRIVEN: CROOKED:)164.METAL FLUSH INADEQUATE DECK TOO DEEP, INADEQUATE PENETRATION CUTS INTO SHINGLE ANCHORAGE 117_,. PROPERLY DRIVEN IMPROPERLY DRIVEN ROOF NAILING DIAGRAM -PAINTED FLASHING @RAKE APPLIED OVER / UNDERLAYMENT -10 - ONE PLY OF ASTM D1970 SELF -ADHERING SEE DETAIL r 5 E KICK -OUT FLASHING & WATERSHIELD AS SHOWN INSTALL 18"X18" ICE &WATERSHIELD ONTO FACE OF EXISTING SHEATHING -ENSURE WEATHERLAP EXISTING & NEW WRB WITH MEMBRANE )NDOMINIUMS E PAI RS WP -4.0 UNDERLAYMENT MATERIAL INSTALLED OVER THE ENTIRE DECK DIRECTLY OVER THE ROOF SHEATHING EE UNDERLAYMENT LAPPING DETAIL 6 1.. 1'-0" ,,, 1/2" = I-0" _,,, n_ , .. 6 - 1 -0 1/2" PLYWOOD SHEATHING RUN UNDERLAYMENT UNDER RAKE DOUBLE HOT -DIPPED GALVANIZED ROOFING NAILS SET 8" O.C. 26 GA. PRE -PAINTED G-90 GALVANIZED METAL RAKE OVER UNDERLAYMENT ALONG RAKES METAL 3.. o ..10 \------ \i,- m _ t... - STARTER STRIP PLACE NAILS 2" FROM SHINGLE EDGE• ROOF SHINGLE METAL FLASHING - ASPHALT SHINGLES SECURE WITH #10 X 1-1/2 SCREWS @ 8" O.C. WITH ICE & WATER PROTECTION FLASHING NAILS @ 8 INCHES O.C. —UNDERLAYMENT ' NEOPRENE WASHERS ASPHALT SHINGLES `�` I �' ROOF UNDERLAYMENT l_afteliiitiii��� ` UNDERLAYMENT ' '.■_.■.�■■ _�.� Pt \ r,_,_,-,_,1,_,_,_,,_.,-,! �,-, ._ , tt `\:����� / , •■yam �`�� EOGF Y2" OVERHANG i v� / / z W NEW FLASHING r I""' E 00 Z '� ��� ����� �`� 411041114,,iiiiiik.. -•. ..�1�: `�� `� �� �,,, ♦�� ��.�_�� 3/g,� P -Fi. O�FRyq ANUF NG AC - / W (i) CO Q SHEATHING 0 O 8 Or FLASHINGNAILS , MALARKEY STARTER STRIP SHINGLE EXISTING 2 X 6 ` G CZ I—C� LIJ N I @ 8 INCHES O.C. EXISTING FASCIA � CEDAR FRIEZE O L� rn 2 LAYERS WRB ROOF SHEATHING ` BOARD REVIEWED FOR CODE COMPLIANCE (/) Li- N--- H // s_ " 1 DRIP FLASHING / RnKe via TRIM FLASHING AND TO FORM CLOSURE AT PERIMETER BEND CORNER 2" / IN EDGE DETAIL 2" 26 GA. PREPAINTED EAVE METAL FLASHING, ON ROOF DECK s G-90 EAVEG-90 \1l4" GALVANIZED MIN. 3" NEW 3/4" X 11 1/4 FIBER CEMENT TRIM 26 GA PRE -PAINTED G-90 GALV. RAKE FLASHING XSHEET APPROVED SHEET NO. BOARD, FULL LENGTH OF FASCIA 3" HIGH 26 GA PRE -PAINTED GALV. SKIRT CLOSURE AS REQUIRED, TRIM AS NEEDED " ` SEALANT NOVN0�113 City of Tukwila BUILDING DIVISION . w F)...4 0 2", . SIDING TRIM BEYOND /\ / (E) ROOF FRAMING (E) FASCIA 5" GUTTER SIDING EXISTING ROOF FRAMING RECEIVED CITY OF TUKWILA ROOF DETAILS FLASHING @ SHED ROOF li E TYP. ROOF EAVE DETAIL TYP. RAKE EDGE DETAIL NUY 02 2018 9 DATE: 10/15/2018 E /4PERMIT 1" = V-0" 6" = V-0" TNION ®tat, CENTER t DIMENSIONAL PROJECT NO.: 161105 kor %•idril 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 U) c 0 0rn c co a) E 0 o 0 0 U O 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 to obtain the UL 2218 rating. It is strongly recommended roof -overs) g g y 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 roof's 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) -1 - Minimum T1 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 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' STEEP Slope Applica ion' (over21/ 2) z60' (21/12) STANDARD Slope Application (4/12 up to 21/12) z18.5' (4/12) 29.5• (2/12) z0' (0/12) Figure 12-1: Slope definitions. THE ROOF DECK* MUST BE AT LEAST: 3/8" (9.5 mm) thick plywood, or 7/16" (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: , t cn a.- Alternate Instructions Technical Questions Your supplier or roofing applicator ✓ CertainTeed Home Institute 800-782-8777 ✓ ✓ CertainTeed-RPG Technical Services 800-345-1145 ✓ 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 individual cappieces. Save valuable installation time compared detach to cutting 3 -tab shingles. • 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 97/8") 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" (55/8" 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" (3p5r11m) 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 APPLICATOR'S MANUAL FASTENING Shingle Roof Deck 1► Proper Crooked Under- Over - Nailing 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 1/8" (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. Nail Area for Low & Standard Slopes Nail Area for Steep Slopes Avoid Placing Nails Along This Line Release Tape Nailing Lines BACK UNDERSIDE CFIOP LAMNATE LAYER Sealant Strips Quadra-Bond Four laminating adhesive strips for a stronger bond. Figure 12-3: NailTrak®features a wider mail area and extra -strong Quadra-Bond construction . LOW AND STANDARD SLOPE LANDMARK 11/2" Nailablef Area 12" 143/4" 12" -x-(305 mm)- •-(375 -4-1" (25 mm) Release Tape 1" (25 mm) -"I • F ,xX x LANDMARK TL 131/2" 13" 131/2" -(343 mm)-►- - (330 -•-(343 (25 -4-1" (25 mm) • 1" (25 mm)-.- TWO CLEAN -DECK APPLICATION METHODS FOR LANDMARK AND LANDMARK TL SHINGLES - FIVE -COURSE DIAGONAL METHOD (6" AND -•- Figure 12-4: Use four nails for every fill 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 Steep 1 I (25 mm) -12" 143/4" 12" (305 mm) (375 mm) (305 mm) • 1"(25 mm) 1"(25 Release Tape Rooting Cement T(25 mm) LANDMARK TL 1"-P- (25 mm) 131/2" 13" 131/2" (343 mm) (330 mm) (343 mm) +1 ([5 mm) 1"(25 mm)-►� I I AIM ZA°744 Figure 12-5: Use six nails and four spots of asphalt roofing cement on steep slopes. 1" (25 mm) 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 55/8 (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. 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"-- (150mm) --_ 6" (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) 75/8" (196mm) 1 Figure 12-15 : Each Shadow Ridge® shingle has a centering notch and two side -alignment notches to help ensure proper placement 101 Laying Notch 5"" (1250m) 1 Exposure1 h 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 85/8" (219 mm) up from its exposed butt edge and 1" (25 mm) in from each side edge. Sealant 4" Starter -o. Piece CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapterl2 Figure 12-17: Hip and ridge application. FIVE -COURSE DIAGONAL METHOD (55/s" AND 111/41 NOTE: The 6" and 11" method is shown below. The 55/8" 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 55/8" 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 75/8" Remove'l these pllortions 11 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. iii'41111114.► It.I► 404,41tr4fra For capping hip and ridge, apply CertainTeed 4 0� "Accessory" shingles of a like color. O .,';'��`42.0044 ���� ��� ti\�\O \off �•/ /�.�'/� O\ sec oQeo ! I i A�a9eVea\ 101 I ;VOW' ee\a`lmeoti I *********11***1914. ********* 14* 0.11 vokil I 40100 4001 4100011*** *Ilits**111 I 1,1&‘010111"1010********* *140- 1 Ir0�,+�►�''�'„e+moi►+'' �►r�►�•►��►+�+� ** �r t 1+ * r►+ ter► 4 �*** .106404011400 ��► fir► r►� ��► ♦ 0 pik*****1�� �►��� �, ,rir :, yoli*****1040041.2. ori,,,4.4s r� SII► � fir► � II►I � �I � 1 I I,.IQ ►, 11 �► SII , , �,��i, Il�r► ter► ��r►� �Ilri �+1►�'r�+esWrr 0 Air Flow Through Soffit Provide adequate ventilation under the roof deck to prevent harmful condensation in winter and heat build-up in summer. Line valley by. centering 36",(915 mm) wide CertainTeed WinterGtiard Waterproofing Shingle; Underlayment or equivalent directly to deck. I Figure 12-7:: Applying the first 5 courses of Landmark. Note: The LandMaak 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 tl.e 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 haf 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 er rake along the line where the side edges of the Mountain Ridge shingles should fall. Preptre 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 exposes 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 85/8" 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 85/8" 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 APPLICATORS 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 1/4" 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 Dab of asphalt cement between shingle layers Figure 12-21: Hand seal caps as shown. 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 85/8" 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. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2C13 City of Tukwila BUILDING DIVISION 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 APPLICATOR'S MANUAL Chapterl2 RECEIVED CITY OF TUKWILA 107 NOV 02 2018 (1) 1- 0 Z PERMIT SET CO 0 O us) D vision • knowledge • solutions O oo ai a) CO N O 425-455-2046 FIRE LOSS TARGETED REPAIRS 0 0 00 CO cz O) U 2_( CO . Lf) SHEET NO. WP -4.1 SHINGLES MANUFACTURER INSTRUCTIONS DATE: 10/15/2018 DIMENSIONAL PROJECT NO.: 161105 PERMIT CENTER NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2018, Dimensional Building Consultants, LLC J J C to 0 U c,) C 5 ca 0 .N a) E 0 co 0 N s�. 0 0 O NEW OR EXIST TRUSS PANEL EDGE NAILING NEW PLYWOOD SHEATHING LTP4 FRAMING PLATE BY SIMPSON STRONG -TIE AT 24" O.C. NEW 2X4 EACH SIDE OF TRUSS 1".Q) 10 0 0 0 p` A-2.0 LL! I— 15-2018 PERMIT SET 1 T 1 1 T 1 1 T 00 LO00 o C) CO/ /\V :::::1::T5 NEW BLOCKING. SHEAR WALL SHEATHING. F C CO 2.4= DAMAGE TRUSS TO REMAIN TYP. DAMAGE TRUSS ELEVATION 6 X_ BEAMS @ 48" O.C. ( 1 s -1.o N I I I I 1 I I I I I I0. I 1 TYP. B • > C N REPLACE I s -1.o 1:3..,„.„ O N 0 (2) ! ! I I -?�, i 2X STUDS AT END OF WALL I I I I I m - ® O 0 d. I I ,: --N, UP) rimm) TRUSS TOP CONNECTION --J1 N 1.0 l � IjtI l �T l I I I I I I I I .0m �i ri1111111 • i , ,1 TOTAL TRUSSES TO REPLACE: 11 TOTAL TRUSSES TO REPAIR: 3 1 I 1 I III( � �— --,l �? (E) TRUSSES 1 1 1 1 I 1 I 1 1 I I I 1 1 TRSESIi ,_, ,, ' �_ 'I' I, oU 3I_ —0 / �_/ 1/4I_1I-0,/ 1 1 _I_i �� N I I STrrEXI 6k*ANIS _ 1 I NEN T UE@/4" �. .I I EXIST. 6X BEAMS - ,��r_ In N (E) DAMAGED TRUSS TOP CHORD 1 I 1 i 1 ► I I I I I I 0 I I 1 I I I I I A I I 1 1 l �/ t_ -, lI j I= - -J ® .0/I o-�I Nr co I I L I 1----1---ItI -fi 111 L I mi �1 i _ CO N Yz � 4 PANEL EDGE NAILING NON -VENTED ROOF / 6'-0" 6'-8" REPAIR TRUSS 2 ROWS #10 X 3.5" WOOD SCREWS @ 6" O.C. STAGGERED ,�iiiitl��i- 44110000000,00004,011111114INSULATION A NEW 2X4 DOUG FIR No.2 2 ROWS #10 X 3.5" WOOD SCREWS @ 6 O.C. PER DETAIL A 11'1 10d NAILS @ 6" O.C. ` NEW 2 u�\ ‘,.....,k, x_ BLOCKING TYP. s 1.0 S -1.o REMOVE AND REPLACE ' /oi PAR 1 IAL FRA MING PLAN V /`1 (E) SHINGLES, AND SHEATHING _ 1/8" = 1'-0" PPRP ii K.,,,,,,,................_ 1_ til I 38372 �!�!!l1��!!/j!!Z!!!!i ,,,, STAGGERED t,,,,f,f/fi PANEL EDGE NAILING i B 1 STRUCTURAL NOTES A r BLOCKING AT DAMAGED TRUSS STRUCTURAL LUMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. REFER TO THE ORIGINAL PLANS FOR INFORMATION NOT SHOWN. ALL NAILS TO BE COMMON NAILS, SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE WITHOUT PRIOR A-2.0 V (E) DECKING SHEAR WALL SHEATHING. NON—VENTED ROOF CONNECTION AT TRUSS APPROVAL. ALL NEW NAILING TO MEET BUILDING CODE FASTENING SCHEDULE. ALL STRUCTURAL LUMBER SHALL BE A MINIMUM NO. 2 GRADE DOUGLAS FIR -LARCH, HEM -FIR, OR SPRUCE-PINE-FIR.(/)/�� FASTEN ALL NEW FRAMING AS SHOWN AND PER THE BUILDING CODE FASENING SCHEDULE. CONNECTORS: ALL CONNECTORS SHALL BE AT A MINIMUM GALVANIZED METAL. ALL HOLES IN CONNECTORS TO BE FILLED WITH MANUFACTURER SPECIFIED FASTENERS. CONTRACTOR MUST REQUEST SUBSTITUTIONSZ PRIOR RONSTALLATIQN. --- ' INTERIOR /®J SHEARWALLS ROOF SSHEHEATHING: ALL PLYWOOD SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATIONS AND 0 go) 0 •� \ \ / / 3" = 1'-0° —B 6" = 1'-O" SUPPLEMENTS OF THE AMERICAN PLYWOOD ASSOCIATION. EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE OF 0 Q TRADEMARK THE APA AND MEET THOSE REQUIREMENTS. ALL ROOF SHEATHING ` / / NEW BLOCKING PANEL EDGE NAILING NEW PLYWOOD SHEATHING NEW ENGINEERED WOOD TRUSSES PLYWOOD CHALL BE CLASSIFIED AS EXTERIOR. PROVIDE 1/8" SPACE AT PANEL ENDS AND EDGES. AT I THE VENTED ROOF ASSEMBLY INSTALL NEW 1/2" EXTERIOR GLUE CDX PLYWOOD AS SHOWN. NAIL THE IN COMPLIANCE WITH THE CURRENT CODE REQUIREMENTS BUT NOT LESS THAN 8D NAILS (0.131" DIA.) SPACED AT 6" O.C. AT THE DGES AND AT SUPPORTING MEMBERS. PROVIDE MID -SPAN CLIPS AT ALL SIDE LAPS. . UNIT _� L UNIT UNIT ' ' i 0 LiPLYWOOD 0 = DECKING: 307 308 i `moi 1� 1� 309 UJ 111 O (/) REPLACE FIRE DAMAGED DECKING WITH NEW T&G DOUG -FIR OR HEM -FIR TO MATCH EXISTING GRADE AND FINISH TO MATCH EXISTING EXPOSED CEILING. EACH DECKING SHALL BE NAILED WITH ONE 16DDo C 1— \ W TOENAIL AND ONE 16D FACE NAILS TO EACH SUPPORT. - ®o — / 03 DECKING SHALL BE LAID UP IN A CONTROLLED RANDOM PATTERN TO MATCH EXISTING WITH MINIMUC DISTANCE OF 2 FEET BETWEEN �� �O®— ( n N....,00 O END JOINTS. /1 / NEW ENGINEERED WOOD TRUSSES GYPSUM SHEARWALL WOOD TRUSSES: 1 i W r WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT APPLICABLE VERSION OF THE DESIGN SPECIFICATION FOR LIGHT GAGE METAL C 1 1 Q co PLATE CONNECTED WOOD ROOF TRUSSES, FOR THE TRUSS ��� 3 Z 4 PLATE INSTITUTE,INC. AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENING, OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. J ----� J L w THE WOOD TRUSS 1 _ CO - tC-- i MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS STAMPED BY A REGISTERED l - -� _ / �\ ° ° H1 TIE BY SIMPSON STRONG -TIE AT EACH TRUSS. PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON. THE WOOD TRUSS/ / �� O NEW TC24 TRUSS CONNECTOR BY MANUFACTURER SHALL DESIGN/SPECIFY ALL CONNECTIONS AND CONNECTION COMPONENTS . �\ 4 -! /' -� T ..L. J co BETWEEN WOOD TRUSSES AND BEARING CONNECTION OF THE LIGHT GAGE METAL TRUSSES TO THE 1 L r SIMPSON STRONG -TIE ` L ' — SUPPORTING STRUCTURE. u u i' i Q /// u ' 1 i ' THE WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPPORT THE 25 PSF SNOW LOAD PER BUILDING THE CN _., CODE REQUIREMENTS. DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED LOADS AND C 1 0 M AT THE SPAN AND SPACINGS SHOWN ON THE CONTRACT DRAWINGS SHALL NOT EXCEED SPAN o ® (J) LL 1— LENGTH/240 FOR LIVE LOAD AND FOR THE TOTAL LOAD SHALL NOT EXCEED SPAN/180. THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL BRACING AT TOP AND BOTTOM SHORDS REQUIRED TO STABILIZE THE ROOF �R�VIE -. • U FOR V J ,— A23 FRAMING ANGLE BY GYPSUM SHEAR WALL PANEL EDGE NAILING /�, SIMPSON STRONG -TIE @ 24" O.C. (E) FRAMING WALL. STRUCTURE DURING AND AFTER CONSTRUCTION. ERECTION SHALL BE IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE RECOMMENDATIONS. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY` BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" AND COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING, AND BRACING METAL PLATE — 3 8 8� COD C MP f�CE APPROVED-- SHEET NO. TOP PLATES WALL FRAMING (E) NOTE: REFER TO WP SHEETS FOR CONNECTED WOOD TRUSSES". ALL WEB BRACING TO HAVE OV 1.3 2013 A MINIMUM ATTACHMENT OF (2) 16D COMMON NAILS. SHEAR WALLS: INTERIOR SHEARWALLS AS NOTED ON THE PLAN TO BE 5/8" GYPSUM WALL BOARD (ONE SIDE) ATTACHED WITH 6D COOLER NAILS (0.092"X1 7/8" LONG %" HEAD) AT 7" O.C. AT PANEL EDGES AND • City BUILDING - of Tukwila DIVISION S moi 1 m 0 rr. V TRUSS CONNECTION TO EXTERIOR WALL WATERPROOFING DETAILS r AND CLADDING TRUSS CONNECTION AT INTERIOR WALL , INTERIOR SUPPORTS. ATTACH BOTTOM PLATE OF WALL TO FRAMING BELOW WITH 16D COMMON NAILS AT 6" O.C. RECEIVED CITY OFI�IC`,�IILA NUV 02 2018 1PARTIAL ROOF FRAMING AND THRID FLOOR PLAN UPPER FLOOR PLAN 2 3..= 1'-0" \ 3' = 1'-0" CEtTERDATE:10/15/2018 1/8" = 1'-0"\riv2wAlciPERMIT 0 DIMENSIONAL PROJECT NO.: 161105 ..., J J C to 0 U c,) C 5 ca 0 .N a) E 0 co 0 N s�. 0 0 O