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HomeMy WebLinkAboutPermit D18-0197 - HAMPTON INN - EXTERIOR RENOVATIONHAMPTON INN 7200 S 156 ST EXPIRED 03/16/2020 D18-0197 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1Zeprint 2423049014 Permit Number: D18-0197 7200 S 156TH ST HAMPTON INN Issue Date: 7/30/2018 Permit Expires On: 1/26/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WEST VALLEY HOSPITALITY LLC 1420 FIFTH AVENUE #1700 , SEATTLE, AR, 98101 BILL JULIAN 1003 HWY 25 B NORTH , HEBER SPRINGS, AR, 72543 JULIAN BUILDERS INC 1003 HWY 25 B NORTH , HEBER SPRINGS, AR, 72543 JULIABI823LG WEST VALLEY HOSPITALITY 2390 TOWER DR, MONROE, LA, 71201 Phone: (501) 250-7749 Phone: Expiration Date: 6/7/2020 DESCRIPTION OF WORK: RENOVATION OF EXTERIOR OF BUILDING, NO ADDITIONS OF SQUARE FOOTAGE Project Valuation: $1,087,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $15,353.54 Occupancy per IBC: R-1 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: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: e,11)-(6 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. 11•404./ Date: Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: A soils inspection is required after amending the soil, but before any plants are installed 11: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly. 12: Tree Protection is required for all trees circled in red on approved plans. Tree protection is a minimum 4' high fence at or beyond the dripline of protected trees. 13: Order of construction shall be: 1. Tree protection and inspection 2. All building exterior work done 3. Structural soils insepction 4. Planning Final/landscape inspection- including irrigation 14: All fees associated with L18-0061 (in -lieu tree fees), plus any code enforcement violation fees (CE18-0055) must be paid prior to Planning Signoff/ Building Final. 15: A separate sign permit is required if any changes are proposed to the signs. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0409 FRAMING 0502 LATH/GYPSUM BOARD 1500 PLANNING FINAL 0401 ROOF SHEATHING Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 2423049014 7200 S 156TH ST HAMPTON INN DEVELOPMENT PERMIT Permit Number: D18-0197 Issue Date: 7/30/2018 Permit Expires On: 1/26/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WEST VALLEY HOSPITALITY LLC 1420 FIFTH AVENUE #1700 , SEATTLE, AR, 98101 BILL JULIAN 1003 HWY 25 B NORTH , HEBER SPRINGS, AR, 72543 JULIAN BUILDERS INC 1003 HWY 25 B NORTH , HEBER SPRINGS, AR, 72543 JULIABI823LG WEST VALLEY HOSPITALITY 2390 TOWER DR , MONROE, LA, 71201 Phone: (501) 250-7749 Phone: Expiration Date: 6/7/2020 DESCRIPTION OF WORK: RENOVATION OF EXTERIOR OF BUILDING, NO ADDITIONS OF SQUARE FOOTAGE Project Valuation: $1,087,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $15,353.54 Occupancy per IBC: R-1 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: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 0 Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: o.,.112ml 1g I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: rG ✓F 5 Pi 1175 Print Name:1(A we 11 Date: 7 " 3 1 g This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: A soils inspection is required after amending the soil, but before any plants are installed 11: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 12: Tree Protection is required for all trees circled in red on approved plans. Tree protection is a minimum 4' high fence at or beyond the dripline of protected trees. 13: Order of construction shall be: 1. Tree protection and inspection 2. All building exterior work done 3. Structural soils insepction 4. Planning Final/landscape inspection- including irrigation 14: All fees associated with L18-0061 (in -lieu tree fees), plus any code enforcement violation fees (CE18-0055) must be paid prior to Planning Signoff/ Building Final. 15: A separate sign permit is required if any changes are proposed to the signs. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0409 FRAMING 0502 LATH/GYPSUM BOARD 1500 PLANNING FINAL 0401 ROOF SHEATHING ZA CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Alli Building Permit. No. Z 18' 0/ f7 Project No. Date Application Accepted: CX0(a(o(i 12 Date Application Expires: / o2.4L4 j (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: vy Site Address: / Zoo � 5 /,6�, TNS r TuKtuiLA, w4 Suite Number: Tenant Name: 1414/"4 P T I( //O 1U PROPERTY OWNER Name: this,..r vkid s l' 1k5Pr rKL/ Ty LLC Address: 2J 3 qD /Owl kt City: imbitm4f State: L A- Zip: 7 /a c CONTACT PERSON — person receiving all project communication Company Name: 104/,, ,1 gU(e.mS Name: BILL JUL /14/J City: 6Ee c finState: A_k Zip:702y/, t5 / T Address: 100 3 (4.12))( S 8 iijAeril Contr Reg No.:C C J VL i A bi l gz LE. g Date: 6/7 ja v State: n Zip:7 City:T1 t,ee..�Niiim....5 /� T 1 Phone`J_01 " I Ct T ax. Email: )vL/Aail3u/i4 €5lesUdbM L14K.01 /44 GvnA GENERAL CONTRACTOR INFORMATION Company Name: 104/,, ,1 gU(e.mS Address: /003 /410 y ; ,J 7L 10y 02c-7 City: 6Ee c finState: A_k Zip:702y/, t5 / T Phonee5 0l :36.1„ _0099$ /Fax: Contr Reg No.:C C J VL i A bi l gz LE. g Date: 6/7 ja v Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications\Pennit Application Revised - 2-7-12.docx Revised: February 2012 bh 3 New Tenant: Floor: ❑ Yes I .. No ARCHITECT OF RECORD Company Name: JOSE'P/1 M M A-TTo4l 4/A Architect Name: J o s 1^ pkt rn A. 7-7-6,11 i Address: 3 zioa, S r UA U G .mid S City:S /, OcloALivil,E State: Gl) q. Zip:?gCi/os- / Phone: z©b_sgQ cV LZ Fax: Email:ODEN\0 mAT7-o/3IibsS/6-ASMb/ 4 ENGINEER OF RECORD Company Name: SCA 6D L1S oLTdo&. /54.4./i1/4) Engineer Name: 132 D C r 5 hii pi,26 ? F Address: f 023-// F,,ri IL COv Q. j ,5 o 6-4,21. M City: S u 6- /40)6 State: Tv Zip: 7 Phone: 47/3 1,77_ 72 Fax: Email: ?�3SfePAZOK 0� SCA I:,t)6Jt.) SLS /Coll LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ��5i VA -(-C_)/ /4-0SPlT4UT,4 Address: 0731 0 739a T0,..um ba, City: rY1 a) kw, State: LA Zip: 7/20/ Page 1 of 4 BUILDING PERMIT INFORMATIQ 206-431-3670 Valuation of Project (contractor's bid price): $ 1, d 871 DO 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information):1 l ,d F (14 7/ 0 U !^ j!)( 72-5-,E10 e-. d( (3.01L6ho Aft) A-Ui7iaks of SouAL Foo7.46 Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOIATION — 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 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond 0... Insurance 0... Easement(s) ❑... Maintenance Agreement(s) 0 .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 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 ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0...Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut 0...Looped Fire Line )f ❑...Grease Interceptor 0... Channelization 0... Trench Excavation 0... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) " WO # _ ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size SI WO # ❑ .. 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 ❑ .. 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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh 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 013, ER 0 A TH RIZED AGENT: Signature: zw Print Name: Jut/A4 Date: 6/020Day Telephone: 5-0/ c2 S d - 77 Mailing Address: /003 /7w( 5 (3 A-1 d/.Tif; t 'P/3/2. ,?,eba=-5 702 S City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $9,484.79 D18-0197 Address: 7200 S 156TH ST Apn: 2423049014 $9,484.79 DEVELOPMENT $9,033.35 PERMIT FEE R000.322.100.00.00 0.00 $9,028.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $451.44 TECHNOLOGY FEE R000.322.900.04.00 0.00 $451.44 TOTAL FEES PAID BY RECEIPT: R15038 $9,484.79 Date Paid: Monday, July 30, 2018 Paid By: JULIAN BUILDERS INC Pay Method: CHECK 1002 Printed: Monday, July 30, 2018 11:24 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID Perm+tTRAK D18-0197 Address: 7200 S 156TH ST Apn: 2423049014 DEVELOPMENT PLAN CHECK FEE R000.345.830.00.00 TOTAL FEES PAID BY RECEIPT: R14807 $5,868.75 $5,868.75 $5,868.75 $5,868.75 5,868.75 Date Paid: Tuesday, June 26, 2018 Paid By: JULIAN BUILDERS INC Pay Method: CHECK 26320 Printed: Tuesday, June 26, 2018 4:13 PM 1 of 1 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 DI 5r -o lc Project: / ifrefl7 4' /,// Type of Inspection: 0011_D6N6 FI'tAL Address: �.�/ Tye 7Z-40 Se Date Called: Special Instructions: Date Wanted: C� © /6-/8-/8 -i8 a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: pate: /o -1,15 .17,9 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. DI Y - o).97 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 A " ttt Project: //if/14,7mNIU Type of Inspection: Address: .7200 S, /---4.7-# ST' Date Called: Special Instructions: iy� �`, � 0�Aky k �--� s Date Wanted: a.m. 0-47-18 Requester: 13/LL Phone No: 5-Z/— 25d —7-71 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: f ANG /Y. 571).0 Awe ---i— /tf 6' i S /4), 5-1.04- Piefic 8R0, M vi DA 4'yit ettw w ,vit.--r-- — /1 -"Tris 044. i 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 b1g'OJ97 Pro' c t: Type Inspection: wri VatM1 (5? 1411°4D") I�mmii—Wt A dress:I' 72,00 S. /66 �7L Date Called: o cv Special Instructions: Date Wanted: / g'/ 3 " 2-d?J, n calm: p.m. Requester: Phone No: 87-92J'WS A-S&c i4f -7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: VatM1 (5? ..er.if-r:r7-7-4. koiri-- En-i-r‘O cv A) S(A) Ckv A-S&c i4f -7 I Inspector: c.n /1 D9? -13 -2o ' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9/3/2019 City of Tukwila Department of Community Development BILL JULIAN 1003 HWY 25 B NORTH HEBER SPRINGS, AR 72543 RE: Permit No. D18-0197 HAMPTON INN 7200 S 156 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/16/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/16/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0197 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Bill Julian 1003 Hwy 25 B North Heber Springs, AR 72543 RE: Request for Extension #1 Permit Number D18-0197 Dear Mr. Julian, This letter is in response to your written request for an extension to Permit D 18-0197. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 16, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Jazzel Salazar Permit Technician File: Permit No. D18-0197 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Sent: To: Subject: Good Morning, Julian Builders <julianbuilders44@gmail.com> Wednesday, March 13, 2019 6:18 AM Bill Rambo Re: Permit No.rD18-0197,E When we started this project we had an issue with the landscaping and this held up our permit. They made the landscaping and trimming of the trees part of our permit. This was not part of our scope of work, but we have to keep our permit active until the owner completes the landscaping and tree trimming. Please feel free to call Bill Julian to discuss this further 501-250-7749. Thank you, Elesha Pitts Julian Builders, Inc 501-362-0454 On Tue, Mar 12, 2019 at 4:49 PM Bill Rambo <Bill.Rambo@tukwilawa.Rov> wrote: Elesha, The Building Official requests that applicants please include a brief explanation as to why you need an extension in your request for extension. Thank you. Bill From: Julian Builders <julianbuilders44@gmail.com> Sent: Tuesday, March 12, 2019 1:35 PM To: Bill Rambo <BilI.Rambo@TukwilaWA.gov> Subject: Permit No. D18-0197 Mr. Rambo, RECEIVED CITY OF TUKWILA MAR 13 2019 PERMIT CENTER Request for Extensio' # y—I(0- I/ Current Expiration Date: Extension Request: Approved for / 0 v Denied (provide explanation) 1 1 days Signaturc nitials 'i I am requesting to extend our permit on the Hampton Inn at 7200 S 156 St to get the remaining items on the list completed. Please let me know if you have any questions or need any additional information. Thank you, Elesha Pitts Julian Builders, Inc 501-362-0454 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Elesha Pitts Julian Builders, Inc 501-362-0454 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 3/1/2019 City of Tukwila Department of Community Development BILL JULIAN 1003 HWY 25 B NORTH HEBER SPRINGS, AR 72543 RE: Permit No. D18-0197 HAMPTON INN 7200 S 156 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/16/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/16/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI8-0197 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Julian Builders, Inc 1003 Hwy 25 B North Heber Springs, AR 72543 Name / Address Hampton Inn Estimate Date Estimate # 6/13/2018 192 Project r`tictnm.,r Cinna ure Phone # Fax # E-mail Project Seattle Description Qty Cost Total 7200 S 165th St Tukilla, WA Permitting 15,000.00 I5,000.00 Preliminary time and Licensing 5,000.00 5,000.00 Mobilization 43,500.00 43,500.00 Storage Containers 6,000.00 6,000.00 Dumpsters 7,500.00 7,500.00 Porte Pon) 2,200.00 2,200.00 Lifts L F< rklift 17,500.00 17.500.00 2. Buomlifts (6) 47,500.00 47,500.00 3. Scissors Lifts 11,500,00 11,500.00 RECEIVED DEMol..rfloN CITY OF TUKWILA Main Building Mansard and Frames JUL L 2 6 2018 10,000.00 10.000.00 Porte Cache - Mansard, frames. rood sides 9,000,00 9,000.00 .Cain Building Colun us PERMIT CENTER 12.000.00 12,000.00 Portion of Concrete wing wall (Brace prop up) 2,000.00 2,000.00 Metal Coping 5,000.00 5,000.00 Total r`tictnm.,r Cinna ure Phone # Fax # E-mail 5013420454 501-3'- 2780 JUL St.1D1W''vLINK_.. CORR�CTWN LTR# 1)1 ke b11-1 Julian Builders, Inc 1003 Hwy 25 B North Heber Springs, AR 72543 Na6e / Address flamp.on lnn Estimate Date Estimate # 6/13/2018 192 Project CI mtnmsar Ci r==. 1.11 Project Seattle . I. Description Qty Cost = Total ' Remove Etis on walls for wood cement board 15,000.00 15.000.00 remove her: rock goes 501-325-2780 1L11 IAN131.41.DIRSi! SI DDENLINK.., fl.-. — 4,000.00 4.000.00 Remove existing signage and store 4,000.00 4,000.00 CONSTRUCTION ..._ Masonry Ver. r- Centurion Stone designer series (Kentucky) 32,000.00 32,000.00 Pool Outside=Nall 25,000.00 25,000.00 Masonry Wa T Table 8,000.00 8.000.00 Grooves at r:. Roved pilasters and till in 18,000,00 18,000.00 New Horizor.al and vertical grooves 5.000.00 5,000.00 Paint Exteric - (Labor) 70,000.00 7(1,000.00 , Build Out Sc oh Wall Build Out ne th Wall 15,100.00 38,400.00 15,100.00 38,400.011 Build Out W st Wall 46,000.00 46,000.00 ('over Build tin walls 1. Wood =,ith Rain Screen 55,000.01.1 55.000.00 Total CI mtnmsar Ci r==. 1.11 Pt '.)ne # r ' Fax # E-mail E501' 520454 501-325-2780 1L11 IAN131.41.DIRSi! SI DDENLINK.., fl.-. — Julian Builders, Inc 1003 Hwy 25 B North Heber Springs, AR 72543 Name / Address Hampton Inn Estimate Date Estimate # 6/13/2018 192 Phone # Fax # Project Seattle Description Qty Cost Total 2. Hardie with Rain Screen 30,000.00 30,000.00 3. Efis with Rain Screen 45,000.00 45,000.00 Roof Parapets 52,000.00 52,000.00 Flashing- Cap 10,000.00 10,000.00 Waterfall -overhangs 45,000.00 45,000.00 misc Steel, tubing, plywood, epdm, and hardware 27,000.00 27,000.00 Misc StuccoRepair 25,000.00 25,000.00 PORTE CACHE 72,000.00 72,000.00 Sprinklers 10,000.00 10,000.00 GENERAL Commercial Supervision 30,000.00 30,000.00 General Labor 70,000.00 70,000.00 Clean Up 3,000.00 3,000.00 Expenditures 38,000.00 38,000.00 insurance 12,000.00 12,000.00 Permitting - Architect 0.00 0.00 Misc Expenditures 5,000.00 5,000.00 Rooming 44,100.00 44,100.00 Profit and Overhead I 40,000.00 40,000.00 Options Total Phone # Fax # E-mail 5013620454 501-325-2780 JULIANBUILDERS@SUDDENLINK... ure Julian Builders, Inc 1003 Hwy 25 B North Heber Springs, AR 72543 Name /Address Hampton Inn Estimate Date Estimate # 6/13/2018 192 f i 4mmearhet., lure Phone # Project Seattle Description Qty Cost Total Pool wall inside Additional $20,000.00 Not Figured in the bid 1. Union Labor- If made to use union labor there will be an additional cost 2. Rooms for supervisors to be on sight provided by others 3. No covered arca to the right of the front attrancc NOTE: We do not anticipate the permitting process to take more then $ 15,000 if it does run more, we will submit a change order for any overage Total 51,087,300.00 f i 4mmearhet., lure Phone # Fax # E-mail 50 )20454 501-325-27811 JUL1ANBUILDERSaSUDDENLINK... July 17, 2018 City of Tukwila Department of Community Development BILL JULIAN 1003 HWY 25 B NORTH HEBER SPRINGS, AR 72543 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0197 HAMPTON INN - 7200 S 156 ST Dear BILL JULIAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The detail sheets for the "Porte Cochere" need some clarification in reference to the notes referencing to other details or sections, some of which were difficult to follow or fmd details in reference. Example, Section 1 sheet A.52 detail indicated W8 outrigger — See Structural. I could not find W8. Where other notes indicate to "See Structural", please clarify where the structural is referring to specifically. Are there additional structural calculations with details missing? Please clarify to show specifically where each detail is referenced or to be easily found. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • 1. Provide a detailed cost estimate of all exterior work and do not include interior work. This is required to determine if design review is required. 2. Submit for landscaping modification permit to address illegal tree removal. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, R„it Bill Rambo Permit Technician File No. D18-0197 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RRMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0197 DATE: 07/19/18 PROJECT NAME: HAMPTON INN SITE ADDRESS: 7200 S 156 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Pr\1 ileg Building Division Public Works Fire Prevention Structural tab Mb 11111K Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable P1 (no approval/review required) DATE: 07/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: 41.11111111.111 APPROVALS OR CORRECTIONS: DUE DATE: 08/21/18 Approved Corrections Required ❑ Approved with Conditions n ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ;ERMIT CORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0197 PROJECT NAME: HAMPTON INN SITE ADDRESS: 7200 S 156 ST X Original Plan Submittal Response to Correction Letter # DATE: 06/26/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A5 Building Division 1r`t iv/r Public Works 1/11 (relio At4 Fire Preve tion Structural M,b Coireg Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 06/28/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/26/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q� CORRECTION LETTER MAILED: s Departments issued corrections: Bldg Fire ❑ Ping PW D Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2015 Plan Check/Permit Number: Dtb o\ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Ah, toiv ►1,,� Project Address: `j'f.Oo ' . L 5/0' Contact Person: Jai NI/cTT/A Summary of Revision: II11 iP1G1.A/1014 D} '31,toe[ol�41 CA) o7 -on W tow -1 o- ?eal-t-toH Phone Number: /2p6,. • SI O • 242.2 V)cAt.,,1.•/6 wttut osr A.flJas6.4ct.Je• b- TFtiI%Vy Sek reetre .etS . (ur►alcu,»e,) RECEIVED CITY O{ TU-KW4I A JUL 1 9 2018 Sheet Number(s): is •42( g.21 , lk3 "Cloud" or highlight all areas of revision including datevision 5.4 4 4 5 • Received at the City of Tukwila Permit Center by: N --Entered in TRAKiT on 7'- (q"f g W:\Permit Center \Templates\Forms\Revision Submittal Formdoc Revised: August 2015 JULIAN BUILDERS INC Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 SEARCH A -Z Index Help My L&I Workplace Rights Trades & Licensing JULIAN BUILDERS INC Owner or tradesperson JULIAN, TRAVIS WADE Principals JULIAN, TRAVIS WADE, PRESIDENT JULIAN, WILLIAM MICHAEL, VICE PRESIDENT WA UBI No. 604 276 995 1003 HWY 25 B NORTH HEBER SPRINGS, AR 72543 501-362-0454 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JULIABI823LG Effective — expiration 06107/2018— 06/07/2020 Bond Travelers Cas and Surety Co of America Bond account no. 106931632 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/07/2018 06104/2018 Expiration date Until Canceled Insurance EMCASCO INSURANCE COMPANY Policy no. 5D2623719 $1,000,000.00 Received by L&I Effective date 06/07/2018 01/16/2018 Expiration date 01/16/2019 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. License Violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604276995&LIC=JULIABI823LG&SAW= 7/30/2018 JULIAN BUILDERS INC No license violations during the previous 6 if ,eriod. \ J Workers' comp No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604276995&LIC=JULIABI823LG&SAW= 7/30/2018 SCOPE OF WORK SITE NO WORK EXTERIOR -- ARCH TECTURAL I STRUCTURAL REMOVE EXISTING DECORATIVE MANSARD ON RODE OP WADING AND PORTE' COCMERE REMOVE EXISTING TITS AND SHEATHING AT FIRST FLOOR TO INDICATED NOWT AND REPLACE WITH NEW EXTERIOR PACING MATERIALS ON BUILDING AND PORTV COCHERE COLUMNS. APPLY NEW TENCH COAT TO SECOND FLOOR RUSTICATION JOINT. INSTALL NEW DECORATIVE (NOISTRUCTUML) WATPR TALE AT TOP 01 GUESTROOM BATS INSTALL NEW PARAPET/CORNICE PANT EXTERIOR MISCELLANEOUS ROOF. COPING AND STUCCO REPAIRS AS NECESSARY TO INSTALL NEW ',ARAM STRUCTURAL NEW LIGMTGAGE METAL TRACING TO EXIS'TNG STRUCTLOE TOR NEW PARAPET MECHANICAL NO CHANGES ELECTRICAL REWORK EXISTING ELECTRICAL TO PROVIDE POWER FOR NEW EXTERIOR LIGHTING FIRE ALARM NO CHANGES FIRE SPRINKLER NO CHANGES HAMPTON INN RENOVATIONS TO EXTERIOR 7200 S I56TH ST. TUKWILA, WA 98188 FOPS IkEr DRAWING INDEX ARCMITECIURAL DRAWINGS PEMSIT CONEY MO 0001.00 lniu ♦M mlw•<oN NO IDom 1.) ROOT RAA MOW All MMp4MIMIKN.E1140 Man AN MOHO60,00.440.0 TULIPS AY 0000O11I,91011.190 TOMO A I MONFRETATII{.MRY MOM AM 0CI0I0M0IIM3 MOM AY RCINIRNDOnN1 MOM AO RDWN0CCIy TOMO AM R<TNIRNO EOM TOMO ATI FATE TODIR RWT.TN14MCI0NN9107W MINT A0 lal. C0091100000N9 0000 MOO AM NORCATKN 11190 A0 1I0RCATIEII M110O AO LNKATIOB TOMO STRVCRMLAL DRAWINGS KIWI COAT TN 4.0806I000.0.4 111XC SAT IK1p4NDmMD 1M TMTOOMW g1.yS 1000 LTI Ran Coop 011Tr 1DnO REVISION LOG \ STRUC TUME A MISCELLANEOUS CHANGES To ES' ECE Q"C:s POTG DR/olh.:ca GENERAL NOTES A. THIS DRAWING D(SCRNUS TM! AICNITECTLIOAS ASPECTS 04 TM! WORK. • AU WORK SMALL SE PERFORMED IN ACCOKDANCE WITH THE BEST TRADITION OF THE CRAFT. C. UNLESS NOTED OTHERWISE. ALL WORK AND MATERIALS ARE TO 1E EURNISHLO AND INSTALLED BY THE COMRAC TOR. D. THE PROJECT (HALL COMPLY WITH 1011 MC ! THE MOTEL SNAIL REMAIN OMRATIONAL DURING CONSTRUCTION. SEE MODERS INSTRUCTIONS FOR INFORMATION REGMDHNG HOURS Of WORK. MAINTAINING GROUNDS. EXITS. PARKING. FIRE LANES. ITC. DURING CONSTRUCTION. F. CONTMCTOR SMALL FAMIUANZE HIMSELF WITH THE PROPERTY. AS.WNT DRAWINGS. ITC. PRIOR TO SID. CONTRACTOR SHAH IDENTIFY CONDITIONS AT DUSTING SURPACE.MOUNTED EQUIPMENT. FIXTURES ETC. TO UNDERSTAND REQUIREMENTS MA INSTAW NG NEW AOMOUO CONC. MASONRY. NOTE: NOT ALL DETAILS ARE SHOWN. CONTRACTOR SMALL SE RESPONSIELE FOR INSTALLNG A COMPLETE SYSTEM, INCLUDING FLASHING AT WINDOWS AND OTHER OPENINGS. ETC. G. DRYVIT CORP. S USED AS BASIS OF DESIGN FOE ALL IRS WORK. MATERIALS. PROD CTS. INSTALLATION AND QUALITY ASSURANCE SHALL CONFORM TO MFRS RECOMMENDATIONS AND SPECIFICATIONS. NOT ALL MIS DETAILS. PRODUCTS. ACCESSORIES. ETC. ME SHOWN. CONTRACTOR SWUM COORDINATE All MFS WORK THROUGH PURS LOCAUREGIONAI REPRESENTATIVE M. ALTIANATE DM MIR'S MAY BE CONSIDERED. ALTERNATES MUST DEMONSTRATE MUTT TO 'MORN THE WORK SHOWN. PROVIDE A PERFORMANCE EQUIVALENT PRODUCT, MATCH COLORS FROM THE HAMPTON INN FYI INITIATIVE AND WMRANTY THE WORK TO MATCH THAT PROVIDED VIA THE BASS Of DESIGN. 1. EXISTING ROOF SYSTEM IS UNDERSTOOD TO BE ADNEAED SINGLE MT ROM HEMBRANE ROOF. TNI ROOFING SYSTEM BY CMUSLE SYNTEC SYSTEMS IS USED AS PSIS Of DESIGN FOR ALL ROOFING WORK. MATERIALS PRODUCTS. MSTALLATION AND QUALITT 1tll*Nfi cum. rf4IMN TI1 MI1•L 1Etanot,OATrynw. 0001P{C111CATIOYT. NOT ALL DETAILS. PRODUCTS. ACCESSORIESO. ITC. ARE SHOWN. CONTRACTOR SHALL COORDINATE All 0.00NNG WOAK THROUGH MIMS LOCAUREGIONAL RCPRESENTATWE. J. ALTERNATE EPOP. ROOFING HMS MAT SE CONMDERED. ALTERNATES MUST DEMONSTRATE ABILITY TO REFORM TMf WORK SHOWN. PROVIDE A RAIORMANCE EQUIVALENT PRODUCT. MATCH COLORS FROM THE HAMPTON INN FYI INITIATIVE. ANO WARRANTY THE WORK TO MATCH THAT PROVIDED VIA THE BASIS 01 DESIGN. K. FLASHING. SEALANTS. SU►STMTES AND OTHER MATERIALS. PRODUCTS. ACCESSORIES ITC. THAT ARE AMOUNTO TO COMMITS THE FIM AND ROOFING WORK EMT ARE NOT PART OF THI MFR'S SYSTEM SHALL CONFORM TO BOTH MARS RECOMMENDATIONS FOR EACH ITEM WHEAT REQUIRED. WHIM CONP CTNG REQUIREMENTS BETWEEN THE TWO CYCTIMI TOO Moe inn 0<CCA4 COOADITNTC WNI I Ire IC tows ACMCSCNTATIv{9 TO RESOLVE 1. NO CIO^ . ." 01r 1f3T2 FILE. Plan roam: APA10M c1 C. to NOLO., c; c; III waved FIW CcY,'/EN L...:.. By: T..s F,fi> Dag 7 •IT Cdy of T:' BULDWG PROJECT TEAM ARCHITECT nirE;A: CODE COR1w ...:..= I APPROVE.: JUL 2 ^ 20d COMPANY: CONTACT: ADDRESS - PHONE EEISti JOSFRI M FLATTOPS. MIA ME MATTONI MOMSE VAUGHIAN STREET SNOQUAUEf. MAMAS IENI M0.111i JODI m IMTTOII0SSOSTUDW. STRUCTURAL COYPANTSCA CONi1ATING ENGINEERS CONTACT: MOCK SHEPARD. P.L ADDRESS ISu EnLT COJ4T SUCARIMID. TX TNJE PHONE INN/PAM/ EXPIRED GY9TM QN'MOw1" 1.'I DUDNG ToNISION, CORRECJION REOEIVtU CRY OF TUKWILA JUL I a 2018 PERMIT CENTER tI3_olt7 VICINITY MAP a 0 DT SITE ,® COVER SHEET ISSUE DATE: 7. 13 . 2018 i• 0.0 • 4 P. %G • LOBBY AREA FINISH FLOOR ELEV. 23.00' HOTEL MAIN LEVEL FINISH , FLOOR ELEV. 24.331, o- EeTH STREET It 22.2r2I- I S. L4, FAO N,y. �. 10.9t, 00.410 20 122. Id d2 \ I,E.19.riow PUMP erAcrJPN [.E. ita7 121tIN t,E.t 23' &OJT LE, 10,2* 9B' �� ,ENTIoN P2 Cr-4 UN 1F acts. fl ea. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. COORDINATE ALL SYSTEM OUTAGES (POWER. COMMUNICATIONS, CARD READERS, ETC. W/ HOTEL MGR PRIOR TO UNDERTAKING. PROTECT ALL AREAS OF EXIST AND NEW WORK EXPOSED TO WEATHER DURING DEMOLITION AND CONSTRUCTION. ODE NOTES BUILDING WAS CONSTRUCTED IN 1990, UNDER 1988 UNIFORM BUILDING CODE. NFORMATION REGARDING RATED CONSTRUCTION, ETC. 15 DERIVED FROM AS -BUILT DRAWINGS. BUILDING 15 FULLY SPRINKLERED PER NFPA 13. NEW WORK PER 2012 IBC HOUSTON AMENDMENTS. 3 . USE AND OCCUPANCY 3.1 NO CHANGE OF USE. OCCUPANCY = EXISTING GROUP HOTEL R, DIVISION I 4 . SPECIAL REQUIREMENTS 4.1 NO CHANGES. 5 . HEIGHT + AREA 5.1 NO AREA CHANGES (UNMODIFIED). TOTAL: 62,670 SF 5.2 EXISTING HEIGHT 43'-10" ROOF ELEMENTS MODIFIED BUT BUILDING HEIGHT IS NOT INCREASED. 6 CONS-T CTION TYPE 6.1 ORIGINAL CONSTRUCTION TYPE IS 2 FR. NO CHANGES TO CONSTRUCTION TYPE ARE PROPOSED. 1 . FIRE RESISTANCE 7.1 EXISTING FIRE SEPARATIONS ARE UNMODIFIED. B INT11IOR FINISHES B.I NO CHANGES ARE PROPOSED TO THE INTERIOR FINISHES OF THE BUILDING. 9 FIRE PROTECTION SYSTEMS 9.1 EXISTING OPERATING SPRINKLER SYSTEM REMAINS. NO MODIFICATIONS OR ADJUSTMENTS ARE PROPOSED. .2 EXISTING ALARM SYSTEM REMAINS. NO MODIFICATIONS OR ADJUSTMENTS ARE PROPOSED. 0 . MEANS OF EGRESS 0 I NO ADJUSTMENTS OR MODIFICATIONS ARE PROPOSED. I . ACCESSIBILITY 1,1 NO MODIFICATIONS ARE PROPOSED. MAR 1.6 2020 bt8eOtrt NORTH SITE PLAN REv;EWITC r'..` CODE COMlit .IANC APPROVE:" JUt. 2,., 2018 City of Tukwila t3UILDING DIVIS,ON RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER I" = 2 0 ' - 0 " Z Z HAMPTON 7200 S I 56TH ST. TUKWILA, WA 98188 co w E. el Zw M jet: N.. ct 0— iii H WU Qp I-9 w N cn a N P 0504 1D702 KEY NOTES -ROOF._. DEMOLITION ID501 REMOVE EXIST MANSARD ROOF AND LIGHT GAGE FRAMING. SEE DETAILS SHTA.41 D502 SEE SHEETS A.51 AND A.52 FOR PORTE COCHERE ROOF WORK. COORDINATE SELECTED REMOVAL OF MANSARD SUPPORT POSTS WITH NEW ROOFTOP WALL LOCATIONS- USE EXIST. POSTS FOR BRACING CONNECTION POINTS. REMOVE EXIST. COPING D701 REMOVE EXIST. BALLASTED ROOFING D703 0704 p705 P706 D707 01501 D3.502 INSPECT, REMOVE, MODIFY AND REPAIR EXIST. ROOF INSULATION AS NECESSARY TO ACCOMMODATE NEW ROOF, NEW PENTHOUSE WALLS, ETC. NOT USED 1XIST. ROOF VENTS TO REMAIN. REFLASH TO NEW ROOFING REMOVE EXIST. UNUSED SATELLITE, TELECOMMUNICATIONS DEVICES, ETC. REMOVE EXIST. BALLASTED ELEVATOR PENTHOUSE ROOFING REMOVE EXIST. BALLASTED STAIR TOWER ROOFING MODIFY EXIST. ROOF VENT EXTENSIONS TO MATCH EXIST ROOF VENTS PROTECT EXIST. ROOFTOP HVAC EQUIPMENT, GAS LINES, ETC. _ONSTRUCTION_.._.. 501 NEW METAL COPING 502 NEW ROOF TOP SCREEN WALLS 04 701 702 '703 704 NEW FACADE MODIFICATIONS - SEE ELEVATIONS AND DETAILS SEE SHTS A.51 AND A.52 FOR PORTE COCHERE INFORMATION NEW ROOF OVER SLOPED INSUL NEW ROOF OVER EXIST. ELEVATOR PENTHOUSE NEW ROOF OVER EXIST. STAIR TOWER FLASH NEW ROOF TO ALL EXIST. VENTS, CURBS AND PENETRATIONS, AND NEW WORK PER ROOF MFR RECOMMENDATIONS 12'-10' 504 (503 TYP NORTH ROOF PLAN - NEW 702 REMOVE EXIST. EIFS AND EPS FORM. 503 TYP (503) TYP MORTAR BED BACKER ROD & SEALANT Il a •_ . • 3 POOL ENCLOSURE WALL 502 TYP S.S. DOWEL W/ SEALANT 48" O.C. PRECAST COPING FLASHING NOTE: EXTEND EXIST WALL -MOUNTED EQUIPMENT TO FACE OF NEW CONSTRUC110N 2 LAYERS WRB SCRATCH COAT W/ LATH MORTAR SETTING BED ADHERED CONCRETE MASONRY VENEER WEEP SCREED (0502) TYP r� IF" r L 1 I. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 3. FIELD VERIFY ROOF ITEMS TO REMAIN - PROTECT DURING CONSTRUCTION 4. PROTECT ALL AREAS OF ROOF WHILE EXPOSED FROM THE WEATHER. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO THE BUILDING CAUSED BY IMPROPERLY PROTECTED EXPOSED CONDITIONS. 1 — a I - ter-- I ,' ----==.,r' "TT' J--'L__ _ 1 �yl___ 1 se �0, —_L— —J-' Iitl/3-" / I L= = i ,• /ia Il F\ r LL JI J NORTH _flack till (Di so* b(�eOIT7 ROOF PLAN - DEMO WaR 1 r �n2n REVIEWED FOR 1 CODE COMPLIANCE I APPROVED City Of Tukwila BUILDING DIVISION, JUL 2" 2018 RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER I" = 20'-0„ o 00 7200 S I56TH ST. TUKWILA, WA 98188 ISSUE DATE: 7. 13 . 2018 C L T/PARAPET d 44' 8" T/ROOF 34' 4" FOURTH FLOOR 25'-6" t THIRD FLOOR !L 17'-0" SECOND FLOOR 8'-6" GROUND FLOOR T/PARAPET 44' 8" 11/ T/ROOF 34'-4" FOURTH FLOOR s 25'-6" THIRD FLOOR 17'-0" 7" SECOND FLOOR s 8'-6" GROUND FLOOR j,4 _ KEY NOTES DEMOLITION_ D301 REMOVE PORTION OF EXISTING CONCRETE WING WALL. PROVIDE AND MAINTAIN TEMPORARY SHORING, BRACING AND WEATHER PROTECTION AS NECESSARY UNTIL NEW STRUCTURAL AND ARCHITECTURAL WORK IS COMPLETE. D501 REMOVE EXIST MANSARD ROOF, LIGHT GAGE FRAMING AND STEEL POSTS. SEE DETAILS SHT A.41 D502 REMOVE EXISTING METAL COPING D503 REMOVE EXIST. PARAPET AS INDICATED. SEE DETAILS SHT A.41. D504 '.REMOVE PORTION OF EXISTING PORTE COCHERE ROOF - BACK TO EXIST. STEEL BEAM (W18). REMOVE PARAPET, JOISTS, KICKERS, LIGHTGAGE MTL FRAMING, EIFS, EPS AND SHEATHING. D50S REMOVE EXIST. PORTE COCHERE GABLE ROOF, INCL MTL ROOFING, SHEATHING, JOISTS, KICKERS, ETC. SEE DETAILS FOR ADD'L INFORMATION. D506 !PORTION OF EXISTING UPPER CANOPY TO REMAIN 4 /1 G 1 i c- 1 T f. r/ 1 A.42 TYP 4, A42 1 TYP D701 REMOVE EXIST. EIFS, EPS AND SHEATHING. REPAIR AS NECESSARY TO PREPARE FOR NEW EXTERIOR FRAMING AND/OR FINISH. D702 CLEAN EXIST. EIFS TO REMAIN. PREPARE SURFACE FOR NEW PAINT. D703 REMOVE EXIST. METAL COPING D704 EXIST. RUSTICATION JOINTS TO BE FILLED SMOOTH AND FLUSH WITH NEW FINISH COAT. D705 !REMOVE EXIST. EIFS, EPS AND SHEATHING FROM COLUMNS AS INDICATED. ;REPAIR AND PREPARE FOR NEW LIGHTGAGE FRAMING, SHEATHING, EPS, EIF AND SYNTHETIC STONE. D706 REMOVE EXISTING PILASTER, INCLUDING FINISH, SHEATHING AND LIGHTGAGE FRAMING. D707 PORTION OF EXISTING PILASTER TO REMAIN /s SIOt ms f:fF m MSS SSS.H lam =as L-LISJ_J J 1 1 1 (D706) TYP EAST ELEVATION I/O" = 1'-0" sas=x St=r--_==a_a=e D708 REMOVE RADIUS PORTION OF TOP OF PILASTER AT INTERIOR CORNER- SEE 2/A.41 D1201 REMOVE EXIST. SIGNAGE - PROTECT DURING REMOVAL STORE FOR REINSTALLATION D1301 EXISTING FIRE PROTECTION, ALARMS AND SECURITY EQUIPMENT AND DEVICES TO REMAIN. ALL SHALL REMAIN OPERATIONAL DURING THE ENTIRE PROJECT. ANY NECESSARY TEMPORARY SHUT -DOWNS SHALL BE COORDINATED WITH THE OWNER AND THE LOCAL AUTHORITIES. D1501 EXIST. LOUVERS TO REMAIN. EQUIPMENT SERVED BY LOUVERS TO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH PROPERTY MANAGER FOR ANY EQUIPMENT SHUT -DOWNS NECESSARY TO PERFORM DEMOLITION WORK. D1502 EXIST. WALL-MTD. EQUIPMENTTO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH PROPERTY MANAGER FOR ANY EQUIPMENT SHUT -DOWNS NECESSARY TO PERFORM DEMOLITION WORK. D1601 REMOVE EXIST. COLUMN/WALL-MTD. LIGHT FIXTURE - STORE AND REINSTALL. I- -4- 1 I 1 I -- I I 1 _ I L 1 11_ (D160* TYP - 1-- r- S laws a=aaaa =The a a -A= aaaa D1601 TYP T r- 1 1 1 1 1 1 1 1 B II I I -1 1 _ (D701) TYP 1 I I I I I I I I 1 I I I I' II 1 _aal =--x_--x--_-xll = =SSC a=x saa a =. _Stan=af laces San xsaalf as __'_aaaa saa ¢a as IrLn- 1 1 1 I I 1 I I 1 1 1 it r 1 1 I 1 I 1 1 1 I 8 1 1 1 1 8 ____-LL____ 1 1 1 _ -�--_LJ--- x-s- m sx-1116 x'aa m=an a m- as c (D701) TYP D1601 TYP TYP 4 A I /I r, 1 / / 1 1 1 I <D701) t_ 1, 1 I I I 1 I 1 I I__ _ I I__ 1 I II I fiim/lpll'toMeV 11 FNUTA LHIES_ HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. SEE SHEET A.51 FOR PORTE COCHERE WORK. 3. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. 4. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING, DEMOLITION AND NEW CONSTRUCTION WORK. s xa • • = aaaa _a aaa#ace a l 1 01201 i PORTE COCHERE WORK SHOWN ON A.51 --1- 4 0301) D701) REVIEWED FOR I CODE COMPL IANCE APPROVED I JUL 27 2018 City of Tukwila BUILDING DIViSIONJ ►l$-0197 RECEIVED —CITY-OF TUKWILA-- JUL 19 2018 PERMIT CENTER Z Z HAM PTO N S6TH ST. TUKWILA, WA 98188 CO 0 N rn N. SSUE DATE: WEST ELEVATION I/8" = 1'-D" T/PARAPETs 441-8" 1/ROOF s 341-4" FOURTH FLOOR 1. 251-6" THIRD FLOOR SECOND FLOOks, _ 81-6" wr GROUND FLOOR T/PARAPET 44'-8" T/ROOF_s_ 341-4" FOURTH FLOOR 25'-6" THIRD FLOOR a, ir-o" SECOND FLOOR 8'-6" GROUND FLOOR 01-0" .1-1 Y NOTES: MELOILLION D301 REMOVE PORTION OF EXISTING CONCRETE WING WALL PROVIDE AND MAINTAIN TEMPORARY SHORING, BRACING AND WEATHER PROTECTION AS 'NECESSARY UNTIL NEW STRUCTURAL AND ARCHITECTURAL WORK IS COMPLETE. 05131 REMOVE EXIST MANSARD ROOF, LIGHT GAGE FRAMING AND STEEL POSTS. SEE DETAILS SHT A.41 D502 REMOVE EXISTING METAL COPING D503 REMOVE EXIST. PARAPET AS INDICATED. SEE DETAILS SHT A.41. D504 REMOVE PORTION OF EXISTING PORTE COCHERE ROOF - BACK TO EXIST. STEEL BEAM (W18). REMOVE PARAPET, JOISTS, KICKERS, LIGHTGAGE MTL FRAMING, EIFS, EPS AND SHEATHING. 0505 REMOVE EXIST. PORTE COCHERE GABLE ROOF, INCL MTL ROOFING, SHEATHING, JOISTS, KICKERS, ETC. SEE DETAILS FOR ADD'L INFORMATION. p506 PORTION OF EXISTING UPPER CANOPY TO REMAIN D701 REMOVE EXIST. EIFS, EPS AND SHEATHING. REPAIR AS NECESSARY TO 'PREPARE FOR NEW EXTERIOR FRAMING AND/OR FINISH. re- PORTE COCHERE WORK SHOWN ON A.51 _ —4-- NORTH ELEVATION /8" = ,D, (1)7I11) D702 0703 D704 I) 70S 1D706 b707 0708 • r=tr..• == = ==ram. L 7 r • / SOUTH ELEVATION I/ 8 " = I ' 0" 11, CLEAN EXIST. EIFS TO REMAIN. PREPARE SURFACE FOR NEW PAINT. REMOVE EXIST. METAL COPING EXIST. RUSTICATION JOINTS TO BE FILLED SMOOTH AND FLUSH WITH NEW FINISH COAT. REMOVE EXIST. EIFS, EPS AND SHEATHING FROM COLUMNS AS INDICATED. REPAIR AND PREPARE FOR NEW LIGHTGAGE FRAMING, SHEATHING, EPS, EIF ND SYNTHETIC STONE. REMOVE EXISTING PILASTER, INCLUDING FINISH, SHEATHING AND LIGHTGAGE FRAMING. PORTION OF EXISTING PILASTER TO REMAIN REMOVE RADIUS PORTION OF TOP OF PILASTER AT INTERIOR CORNER - SEE 2/A.41 REMOVE EXIST. SIGNAGE - PROTECT DURING REMOVAL, STORE FOR REINSTALLATION D1301 EXISTING FIRE PROTECTION, ALARMS AND SECURITY EQUIPMENT AND DEVICES TO REMAIN. ALL SHALL REMAIN OPERATIONAL DURING THE ENTIRE PROJECT. ANY NECESSARY TEMP ROARY SHUT -DOWNS SHALL BE COORDINATED WITH THE OWNER AND THE LOCAL AUTHORITIES. D1501 EXIST. LOUVERS TO REMAIN. EQUIPMENT SERVED BY LOUVERS TO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH PROPERTY MANAGER FOR ANY EQUIPMENT SHUT -DOWNS NECESSARY TO PERFORM DEMOLITION WORK. D1502 EXIST. WALL-MTD. EQUIPMENT TO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH PROPERTY MANAGER FOR ANY EQUIPMENT SHUT -DOWNS NECESSARY TO PERFORM DEMOLITION WORK. D1601 REMOVE EXIST. COLUMN/WALL-MTD, LIGHT FIXTURE - STORE AND IREINSTALL • • • • • • •._ TYP L 't 0------1 r-- --I ri 1 1 1 1 1 II 1 1 1 11 1 1 11 1 l• I (0707) I I I I I I I I -1-+ 0707 it T—T r r 011,1111 g g \I g g lilt 1\1 I omit t\I e1 1 1 1 JL 1. S. !, • D130 TYP • , L L_.L•_J/ MI Er (D701) , ../ 1 1 1 1 ,r 1 1 41 g 1 1, 1 1 1 . P . • 1 g 1 A 1 1 1 !I 4 i a II I,/ I I I II II A 1 1 1 L L 4 re- 4 A.42 TYP re i! =-Cff:n11 7 r- H -1 _L J_ __L (D701) ENERAL NOTES HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. SEE SHEET A.51 FOR PORTE COCHERE WORK. 3. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. 4. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING. DEMOLITION AND NEW CONSTRUCTION WORK. =i1.111.1a PORTE COCHERE WORK SHOWN ON A51 LJJ J / 1-41 t L. J r • rI RED tp_44AR 16 2020 EVIEWED FOR ODE COMPLIANCE APPROYeD JUL 27 2018 City of Tukwila B],JILDING °VISION I RECEIVED CITY OF TUKWILA JUL 1 ri 2018 PERMIT CENTER ((TITO -4iTE* 11 op co co as Z Zs 1- - Lr)m° 0 ri z 0 LLI UJ ....I --j CO IQ HAMPTON CO 0 c•A ISSUE DATE: KEY NOTES CON_SIRflCTION ____ 401 .MANUFACTURED MASONRY VENEER 402 EPS WATER TABLE 501 NEW PARAPET AND/OR CORNICE 502 NEW EIFS, EPS SHEATHING AND V-GROOVES AT LOCATION WHERE EXIST. PILASTERS REMOVED 503 NEW HORIZAND VERTICALV-GROOVES NEW PORTE COCHERE PARAPET/CORN ICE SEE DETAILS SHEET A.51 505 CUT NEW V-GROOVE CONTROLJOINT AND REFINISH TO MATCH ADJ. SURFACE. ALUM - COLUMN COVERS 507 NEW ENTRANCE CANOPY T/PARAPET s 44'•8" T/ROOF 341 4" FOURTH FLOOR 25' 6" THIRD FLOOR 17'-0" SECOND FLOOR 8'-6" GROUND FLOOR _s_ T/PARAPET 44'-8"� T/ROOF 34'-4" FOURTH FLOOR 251-6" THIRD FLOOR _s_ SECOND FLOOR s 8'-6" GROUND FLOOR ,i4 3A42 704 [701 1702 EXTERIOR WOOD PANELS NEW WATER TABLE 703 NEW METAL COPING -ALL EXIST. AND NEW PARAPET/ROOFTOP WALLS NOT USED NOT USED CLEAN AND SKIM W/ FINISH COAT OF EIFS TO MATCH ADDITIONAL SURFAC THICKNESS CREATED BY NEW MESH FOR WATER TABLE 901 WHERE EXISTING EIFS TO REMAIN, PAINTWITH ONE PRIMER COAT ANDTW FINISH COATS. SEE ELEVATIONS & SCHEME FOR COLORS AND LOCATIONS. BASIS OF DESIGN IS BENJAMIN MOORE. 902 NEW SHEATHING, EPS AND EIFS WHERE EXISTING PILASTER REMOVED TO MATCH EXIST. ADJACENT SURFACE 703 1201 NEW WELCOME SIGN BY KIEFFER & CO- 2" DEEP REVERSE CHANNEL LETTERS WITH NO ILLUMINATION. MOUNT FLUSH TO PORTE COCHERE PER MFR RECOMMENDATIONS. SEE MFR. SHOP DRAWING B66276A, DATED 3/24/14 FOR ADDITIONAL INFORMATION. 1202 REINSTALL EXIST/ INSTALL NEW SIGN IN NEW LOCATION. EXTEND POWER AS NEC. AND ATTACH TO EXIST. STRUCTURE PER SIGN MANUF. RECOMMEDATIONS. SEE SIGNAGE PACKAGE •1501 EXTEND EXIST. ALARMS, KEY CARD BOXES, ETC. TO FACE OF NEW CONSTRUCTION. ALL SYSTEMS TO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE ANY TEMPORARY SYSTEM SHUT -DOWNS W/ HOTEL MGR PRIOR TO STARTING WORK. 1601 NEW SURFACE-MTD, CONTINUOUS LIGHT FIXTURE BY KIEFFER & CO. EXTEND POWER FROM EXTERIOR LIGHTING PANEL IN STORAGE RM. AND TIE INTO XIS11NG TIMER SYSTEM. SEE MFR. SHOP DRAWINGS 617485 FOR ADDITIONAL INFORMATION. 1602 EXTEND JUNCTION BOX AT EXIST. UPUGHT TO MATCH NEW FINISH 502 TYP 703 TYP 902 TYP GENERALAUOfiII HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. PROTECT ALL AREAS OF EXPOSED WORK FROM WEATHER. 3. SEE SHEET A.51 FOR PORTE COCHERE WORK. 4. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. 5. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING, DEMOLITION AND NEW CONSTRUCTION WORK. 6. PRIMARY PAINT COLOR PI USED UNO. SEE SCHEDULE BELOW FOR OTHER COLORS. P1 PRIMARY PAINT COLOR - ALL Lal SURFACES UNO P2 ACCENT PAINT COLOR - BLUE P3 ACCENT PAINT COLOR - WHITE P4 ACCENT PAINT COLOR - DARK Ing BEIGE i 1 �L ,01 /' c P1 P4 402 P3 NORTH ELEVATION I/8" = 1'-0" r 1202 TYP P4 P3 P3 P4 P4 P3 P4 2 502 TYP P3 I II P4 4 902) TYP P3 703 P4 P4 fi P4 P3 P3 P3 P4 P3 P4 P3 P3 P3 701) TYP WEST ELEVATION ii!I'114IiI.19 yI,I,; (III„dl!11 11 1 III11d! Il1!9 I1I111 IIIII 11 6! le01 I J1d I IIIit1111 i11111911 11111 507 TYP P4 d;llgli11,j1ijl!ll �1 F� I �. I•,Ibl I i• f11f 111II�111419� 11i1 Ilijll I1! jl lq lGl'Iljli 1,1 j 11i Id11111111'11,1111i k _ ! !Ai ,��1�1�i1�il,�i! i!�1�1 IJiIWJAit it i�il'� !III �11!11g1y11I!II111II, g111!!!gll!li!Idi (!III 11111111! 1111111i !d4111111111'llll 1'1111 11111111111ij1111111�111111,1I11! 11!Ih, 11141111111 illll191!II!Idlll!! 11111;11111111 111111111 i1g1111j11j1i11 II '1 701) TYP 507 SIM P3 901) TYP EXiIRED WAR 16 2020 --REVIEV'WED FC CODE COMPLIANCE APPROVED I JUL 2'1 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER DID-o�q� Z Z HAMPTON OD ISSUE DATE: 7 . 13 . 20 C "i I/8" = 1'-0" T/PARAPET 44'-8" 3414F� FOURTH FLOOR 25'•6" THIRD FLOOR dk 17'4" SECOND FLOOR di 8'-6" GROUND FLOOR 0'0"� KEY NOTES 1 tQNSTRUCTION T/PARAPET 44' 8" T/ROOF 34'-4"� FOURTH FLOOR 25'-6"� THIRD FLOOR 1T-0"' j401 MANUFACTURED MASONRY VENEER 402 EPS WATER TABLE 501 NEW PARAPET AND/OR CORNICE 02 NEW EIFS, EPS SHEATHING AND V-GROOVES AT LOCATION WHERE EXIST. PILASTERS REMOVED 503 NEW HORIZANDVERTICALV-GROOVES 504 NEW PORTE COCHERE PARAPET/CORNICE SEE DETAILS SHEETA.51 505 CUT NEW V-GROOVE CONTROLJOINT AND REFINISH TO MATCH ADJ. SURFACE. 506 ALUM - COLUMN COVERS 507 NEW ENTRANCE CANOPY SECOND FLOOR ok GROUND FLOOR 0'-0n Is 502) TYP SOUTH ELEVATION /8" = 1' 0" 701 EXTERIOR WOOD PANELS 702 NEW WATER TABLE 703 NEW METAL COPING -ALL EXIST. AND NEW PARAPET/ROOFTOP WALLS 704 NOT USED 705 NOT USED 706 CLEAN AND SKIM W/ FINISH COAT OF EIFS TO MATCH ADDITIONAL SURFACE THICKNESS CREATED BY NEW MESH FOR WATER TABLE 901 WHERE EXISTING EIFS TO REMAIN, PAINT WITH ONE PRIMER COAT AND TWO FINISH COATS. SEE ELEVATIONS & SCHEME FOR COLORS AND LOCATIONS. ;BASIS OF DESIGN 15 BENJAMIN MOORE. 902 NEW SHEATHING, EPS AND EIFS WHERE EXISTING PILASTER REMOVED TO MATCH EXIST. ADJACENT SURFACE 502 TYP NEW WELCOME SIGN BY KIEFFER & CO. 2" DEEP REVERSE CHANNEL LETTERS WITH NO ILLUMINATION. MOUNT FLUSH TO PORTE COCHERE PER MFR RECOMMENDATIONS. SEE MFR. SHOP DRAWING B66276A, DATED 3/24/14 FOR ADDITIONAL INFORMATION. 1202 REINSTALL EXIST/ INSTALL NEW SIGN IN NEW LOCATION. EXTEND POWER AS NEC. AND ATTACH TO EXIST. STRUCTURE PER SIGN MANUF. RECOMMEDATIONS. SEE SIGNAGE PACKAGE 1501 EXTEND EXIST. ALARMS, KEY CARD BOXES, ETC. TO FACE OF NEW CONSTRUCTION. ALL SYSTEMS TO REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE ANY TEMPORARY SYSTEM SHUT -DOWNS W/ HOTEL MGR PRIOR TO STARTING WORK. 1601 NEW SURFACE-MTD, CONTINUOUS LIGHT FIXTURE BY KIEFFER & CO. EXTEND POWER FROM EXTERIOR LIGHTING PANEL IN STORAGE RM. AND TIE INTO EXISTING TIMER SYSTEM. SEE MFR. SHOP DRAWINGS B17485 FOR ADDITIONAL INFORMATION. 11602 EXTEND JUNCTION BOX AT EXIST. UPLIGHTTO MATCH NEW FINISH 11j611111PI1!jliill I III I!lliII!!ii! !W1i14 ! 902 703) TYP N iillliili ijl!il lll'[1Iilllijh1yliili!�il li illil!1i il'1 Illl,lli Ii1!1!11!! illilililli ilil 111;11111 1!11111! i!il6 1!4111111111 ill!li 11111111! !iI!1!11111!11111i dW 9 1,111�' 'wl��119 Hiiii�l' h,!I I�I!I,p 11!1,11,11„III,! TYR SIM 2'-2Jdt" i 703 TYP IJii•4ij1111,111PIilil1!il;ll1i1j jlilihililli,I ii11iil;;;lilijil;1;1ij1j1;11!1iljj10;jild1ji�I i1il 11 .dy1ili11l111i1i11i!li!I iii!i i;III Pill ll111I'11ip11111i11IliI!I1ii i1t111i1i11111I;lid I II110lILI11I!,i!11iI!iii1111l,;1i;;illo;I;Illii4i i1 li li , Ii li i 1i li ° i 1i i 1 1i l li li lili 1'l 1i l' i i N li!i 1i i 11 ii i 11 um 1 _ , i ,iiii� lil'! 'li i lili lij' 1il' lil Mon 1il1il l li lil !I i pll l;lli lil i ljl 11111;11i1! 1P11IIII1iI; illlilt1liIil1iill'11iiIlig1 II! 11111,19 'pi!)!No 111i1111111e Il!11111 !lili',ili!il0 li i1 1i11!Ill Iil li!!11111 .1111111 1'' i 1 I!1' 11;11 111 111' 1'011i 111, 111:1i1111i1 1ila il!illi'i �i!i!lili'i1!L. gg 6 1 A42 r503 ( 507 ) TYP TYP EAST ELEVATION LI I/8" = 1'-0" • N P4 TYP 1602) TYP rWeil LP4 1 901 Ar—< P3 P4 P3 TYP F! ili II!�l!!1!;11 11di11111l !'I1! 1;11; Iiii111111 klllrli111,111 10110I!11i ilil'lil 11111111 10111 11111111 111111111111!1k11ii111 !I,l! ,!I111111 1 I1111111111i111111111III I'!r!N! t !H!FI!:11 IP `!I!IP'ly!;!!gPi II,II1111 II1p111! li i !!11111;11111'Ip!Illli 1!111 1 1I i111 i 111 i11111111!;11111!11i11 111r!I !Ihillj Ui,111lillij4llil!iVlli 1111,11 l ll1 iI1111iIi'll!i i1i l!! !I I11I1,1 1'!1!1 111!l!I'`iI! i1111 ilil141d11ilydli11h11i 701 TYP 507 T/PARAPET 42'-4" �E1fAr1� Q SET I. HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. PROTECT ALL AREAS OF EXPOSED WORK FROM WEATHER. 3. SEE SHEET A.S I FOR PORTE COCHERE WORK. 4. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. 5. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING, DEMOLITION AND NEW CONSTRUCTION WORK. 6. PRIMARY PAINT COLOR PI USED UNO. SEE SCHEDULE BELOW FOR OTHER COLORS. 1 il!II!Ilil, illy il1!lll!11N1111!IINi !I !11,114H111191111141i 111� 1011,11111,111111g111!! I I, i a111 1111;1,11 I;It[1' 111111011;11 iH111!i 1III <503 ) TYP T/PARAPET 42'-4" EXPIRE MAR 16 2020 b (9eq7 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 272018 City of Tukwila BUILDING DIVISION, RECEIVED CITY OF TUKWILA JUL 1.9 2018 PERMIT CENTER Z Z cn Z O CO ISSUE DATE: 7. 13 . 20 El STAIRWELL BEYOND It( ,♦�' 1 1 • s SECTION - DEMOLITION i hl 11 aj EXIST. MTL STUD WALL FRAMING TO REMAIN. 1I lj I FEAST. GRADE J REMOVE EXIST. MANSARD ROOF, INCL. UGHTGAGE FRAMING, CHANNELS, POSTS, ETC. STEEL PLATES AND ANCHOR BOLTS AT BASE TO REMAIN. REMOVE EXIST. COPING REMOVE EXIST. BLOCKING AND ROOFING AS NECESSARY TO FACILITATE INSTALLATION OF NEW METAL STUD TRACK ONTO CONCRETE ROOF DECK EXPIRED MAR 16 2020 REMOVE PORTION OF EXIST. STUCCO, LATH AND SHEATHING TO APPROX. 8" ABOVE 2ND FLOOR LINE. LEAVE 1" OF EXIST. MTL LATH EXPOSED TO LAP OVER NEW LATH. AL SECOND FLOOR 10'•2" EXIST. MTL STUD WALL FRAMING TO REMAIN. REMOVE EXIST. STUCCO, LATH AND SHEATHING (9eq7 3/4" = I ' - 0 " RE_VIE LVE.0 FOR CODE COMPLIANCE APPROVED JUL 2"2CiC City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER CO CO CN 5- Z� Zs 1- 1!1 1— Ul Z 0 0 E QT SECTIONS & DETAILS • • EXP. BOLT MC CHANNEL TO EXIST. CONC STAIR WALL PER STRUCT'L 3-5/8" MTL STUD FRAMING 0 24" OC MAX MN A' li : �® I I I 1 1 I I 1 1 I I 1 I 1 I■ j L ■1 t i A i R ilin 4 1,0 i1ll— 4I i1 r1 rl • It.l ._ 1'1:I • SECTIO PRODEMA WD. PANEL CLADDING SYSTEM OVER WD BLOCKING W/EPDM AND 1" RIGID INSUL ALL NOTES SIMILAR TO SECTION 1/A.42 EXCEPT WHERE NOTED OTHERWISE LED STRIP LIGHT PRODEMA WD. PANEL CLADDING SYSTEM OVER WD BLOCKING W/EPDM AND 1" RIGID INSUL - COORDINATE TERMINATION W/ PRODEMA AND ROOFING MFR RECOMMENDATIONS NEW WALL PROJECTION BEYOND J PRODEMA WD PANEL STJIEM ON 2X WD HORIZ. & VERT. BATTENS - COVER BATTENS W/ EPDM PER MFR r REMOVE EXIST. EIFS FINISH AND BASE COAT, EPS & SHEATHING ON RADIUS FACE AND PILASTER FACE. PREP FOR NEW RECTANGULAR CORNER 3/4" NEW 1" RIGID INSUL SCUPPER-COORD. QTY AND LOCATION W/ ROOF MFR. FLASH PER HARDIE SYSTEM DETAILS ADHERED EPDM ROOFING OVER RIGID INSUL - SLOPE 1/4" PER FOOT TO SCUPPERS (2) 2 x 4 x 8-1/2" BENT PL 0 24" OC 2nd FLOOR 3-5/8' MTL STUD FRAMING HARDIE REVEAL PANEL SIDING 3/4" HAT CHANNEL WATERPROOF MEMBRANE OVER 1/2" GYP. SHEATHING MFR. CORNER TERMINATION TRIM CONT. MC 8 W/PLATE ®COLUMNS NEW SHEATHING, EPS, AND EIFS BASE AND FINISH COATS TO CREATE NEW RECTANGULAR CORNER AT PILASTER HEADS, TYP. BUTT JT TO EXIST. EIFS PER MFR RECOMMENDATIONS • • 6" MTL STUD FRAMING 0 24" OC MAX • ,., i • r ••All ai•-rr si•a-e �► - 1 II - . I� 2 SECTION 3/4" 1'_O" 3 SECTION 3/4" = I' 0" EXIST. EIFS SYSTEM - 3/4" EPS. AND FINISH OVER )¢" GYP SHEATHING NEW EIFS SYSTEM - BASE & FINISH COATS OVER 1" EPS OVER X" EXT. PLYWD SHEATHING. STARTER TRACK W/ WEEP HOLES FLASHING EPS FORM - WATER TABLE SECOND FLOOR 2 LAYERS WRB SCRATCH COAT W/ LATH MORTAR SETTING BED ADHERED CONCRETE MASONRY VENEER WEEP SCREED EXIST. ADJ SIDEWALK EXIST. ADJ. GRADE HARDIE REVEAL SYSTEM SOFFIT TERMINATION/VENT STRIP NEW EIFS SYSTEM - BASE & FINISH COATS OVER 3/4" EPS OVER X" GYP SHEATHING -MATCH EXIST. EIFS TERMINATION PER MFR RECOMMENDATIONS SCUPPER ADHERED EPDM ROOFING OVER RIGID INSUL - SLOPE 1/4" PER FOOT TO SCUPPERS (2) 2 x 4 x 8-1/2" BENT PL 0 24" OC 2nd FLOOR 3-5/8' MTL STUD FRAMING HARDIE REVEAL PANEL SIDING 3/4" HAT CHANNEL WATERPROOF MEMBRANE OVER 1/2" GYP. SHEATHING MFR. CORNER TERMINATION TRIM CONT. MC B W/PLATE ®COLUMNS 4 SO TUBE STL COLUMN WITH ALUM. SURROUND OVER 5/8" MTL FURRING NEW EIFS SYSTEM - BASE & FINISH COATS OVER 3/4" EPS OVER )" GYP SHEATHING -MATCH EXIST. EIFS TERMINATION PER MFR RECOMMENDATIONS PRODEMA WD PANEL SYSTEM ON 2X WD HORIZ. & VERT. BATTENS - COVER BATTENS W/ EPDM PER MFR EXP MAR 1 o zfzfl EXIST. EIFS SYSTEM - 3/4" EPS. AND FINISH OVER Xz" GYP SHEATHING NEW EIFS SYSTEM - BASE & FINISH COATS OVER 1" EPS OVER XY" EXT. PLYWD SHEATHING. STARTER TRACK W/ WEEP HOLES FLASHING EPS FORM - WATER TABLE 2 LAYERS WRB SCRATCH COAT W/ LATH MORTAR SETTING BED ADHERED CONCRETE MASONRY WEEP SCREED EXIST. ADJ SIDEWALK EXIST. ADJ. GRADE b I EP- o(6t7 RrVIE1,IED FOR CODE COMPLIANCE APPROVED .IUI. 27 2918 City of Tukwila BUILDING DIVISION VENEER RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER Z Z HAM PTO N O cV N N. (— 1 J 4< C)j O V / j Zf— O F— U U� L.LLI V / Z O O N M N ISSUE DATE: SECTION 3/4" = 1'-0" 5 SECTION 3/4" = I'•0" SECTION 3/4" = I' 0" 7 SECTION 3/4" = I ' - 0 " SECTIONS & DETAILS HARDIE PANEL REVEAL SYSTEM - FLASH TO NEW ROOF PER MFR RECOMMENDATIONS HARDIE PANEL REVEAL SYSTEM - STD TERMINATION STRIP ti 11 Ilir CONT. MTL COPING OVER in EXT GD PLYWD SHEATHING & 2X BLOCKING LIGHTGAGE MTL FRAMING PER STRUCT'L 1 4" STEEL TUBE W/ 3/8 " STL PL - EXP BOLT TO EXIST. CONC PARAPET PER STRUCT'L LIGHTGAGE MTL FRAMING - SIZING, SPACING AND CONNECTIONS PER STRUCTURAL NOTE: REPLACE EXIST. EPS WHERE REMOVED TO INSTALL NEW STRUCTURE WITH NEW 1" EPS (NOT SHOWN FOR CLARITY) Y - .._°.. . .� I ' I 1 1 1 Y SECTION 3 / 4 " = I ' 0 " I 1 I 1 I 1 I 1 1 I �� 1_4I 4" x 6" STL ANGLE - EXP BOLT TO CONC FLR EDGE HARDIE REVEAL PANEL SIDING AN 3RD/4TH FLOOR • . • 3 SECTION 3/4" = I ' - 0 " -L 1/2" PANEL SPACING W/MFR TRIM HORIZ. AND VERT EA. PANEL PANEL SYSTEM TERMINATION PER MFR RECOMMENDATIONS PANEL SYSTEM TERMINATION PER MFR RECOMMENDATIONS BREAK MTL CANOPY COVER 2RD FLOOR DRIP EDGE PRODEMA PANEL SYSTEM TERMINATION PER MFR RECOMMENDATIONS 3" EXT GD DRYWALL STAIRWELL BEYOND L 1 0 i� EXTEND FLASHING UNDER WALL CAP FACE OF EXIST. CONC PARAPET BELOW FACE ON.xIsI. EIFS EIFS TERM NATION AND SEALANT BELOW 'Fr .J_L._ _y 2 X 6 RECT STL TUBING SEAL PENETRATION PER ROOFING MFR RECOMMENDATIONS 1 X 4 RECT STL TUBING 0 48" OC MAX 2'-23c 2 PLAN SECTION 3/4" = I'-0" r 'I L •I 1 4" re "te 4 1 r1 RE -INSULATE ONC ROOF SLAB WHERE EXIST. REMOV:D FOR NEW CONSTR. N EXTEND NEW FLASHING UNDER WALL CAP EXTEND EXIST. PARPAPET - DET. X/A.42 SIM NEW 1" EPS INSUL WHERE EXIST. REMOVED (2) 4" STEEL TUBE W/ 3/8 " STL PL - EXP BOLT TO EXIST. CONC PARAPET PER STRUCT'L NEW WING WALL - HARDIE REVEAL PANEL SYSTEM OVER LIGHTGAGE FRAMING AND NEW STRUCTURAL STEEL MTL COPING (4) #10 TEK SCREWS AT STRAPS (TYP) NEW EIFS SYSTEM - MATCH EXIST. FLUSH, FEATHER BUTT JOINT SMOOTH 6" MTL STUDS 0 16" OC MAX 5-1/2" MTL STUDS 0 16" OC MAX MTL FLASHING 5 SECTION 3/4" = I ' - 0 " ALL NOTES SIMILAR TO SECTION 1 EXCEPT WHERE NOTED OTHERWISE EXIST. EIFS SYSTEM - 1" EXTERIOR INSUL. AND FINISH OVER )¢" GYP SHEATHING NEW EIFS SYSTEM - BASE & FINISH COATS OVER EPS ) " GYP SHEATHING -MATCH EXIST. - STARTER TRACK W/ WEEP HOLES FLASHING BLOCKING - SEE STRUCT'L - 6' MTL STUD FRAMING HARDIE REVEAL PANEL SIDING 3rd FLOOR MFR. CORNER TERMINATION TRIM EXIST. EIFS SYSTEM - 3/4" EPS. AND FINISH OVER )¢" GYP SHEATHING NEW EIFS SYSTEM - BASE & FINISH COATS OVER 3/4" EPS OVER h" EXT. PLYWD SHEATHING. STARTER TRACK W/ WEEP HOLES FLASHING SECURE LIGHTGAGE FRAMING TO END OF FLR SLAB PER STRUCT'L 2RD FLOOR 1" RIGID INSUL 3-5/8' MTL STUD FRAMING NEW EIFS SYSTEM - SEE NOTE ABOVE WATERPROOF MEMBRANE OVER 1/2" GYP. SHEATHING LED STRIP LIGHT - FLEXPE3 W/ FLKEXL TRACK - 3000K & 5.5 WATT/FT HARDIE REVEAL SYSTEM SOFFIT TERMINATION/VENT STRIP PRODEMA WD PANEL SYSTEM ON 2X WD HORIZ. & VERT. BATTENS - COVER BATTENS W/ EPDM PER MFR NEW 1" RIGID INSUL 3 SECTION 3/4" = I'-0„ NEW PENTHOUSE SCREEN —� WALL BEYOND - SECURE & BRACE TO CONC. ROOF SLAB PER STRUCT'L r-- METAL COPING VENT 0 48" OC MAX I Yr 1 1- I' • EXT GD PLYWD SHEATHING NEW INSUL AS REQ'D NEW ADHERED ROOF • net e•tte ely et, • 1 L ,I .l . • . . 1 i' } / 3/4MTL HAT CHANNEL SPACING PER MFR RECOMMENDATIONS ALIGN FACE OF NEW STAIR PENTHOUSE EXTENSION WALL WITH EXIST. EXTEND NEW FLASHING UP WALL UNDERNEATH EIFS SYSTEM J MOLD EIFS TERMINATION (4) #10 TEK SCREWS (TYP) MTL COPING HARDIE REVEAL PANEL SIDING WATER -RESISTIVE BARRIER /1/2" GYP. SHEATHING 3-5/8" MTL STUDS 0 24" O.C. MAX COUNTERSUNK SCREW W/FILLER PER MFR RECOfMFDQO�S.n TYP. 1/2" PANEL SP TRIM HORIZ. AN PANEL 6" MTL STUDS IRE $4R 16 2020 EXP BOLT ANGLE TO EXIST. CONC FLR SLAB 4" x 6" CONT. STL ANGLE 4 3RD/4TH FLOOR CANOPY BEYOND REVIFFV12D FOR CODE COMPLIANCE APPROVED JUL 2'" 2018 City of Tukwila BUILDING DIVISION S2RD FLOOR VENT EXIST. EIFS, EPs, SHEATHING, RECEIVED ETC TO REMAIN CITY OF TUKWILA JUL 19 201B PERMIT CENTER r701 Z Z HAMPTON O 0 N ( I J 1< W 0 f U Zef 01— 8 <ILE U W^ uj D @D a SECTION 3/4" = I ' - 0 " SECTIONS & DETAILS VENT W/INSECT SCR 0 60" OC MAX- TYP ALL ROOFTOP WALLS L. r d. r T/PARAPET ALL NOTES SIMILAR TO SECTION 1/A.42 EXCEPT WHERE NOTED OTHERWISE n EXflTU LED STRIP LIG MAR 16 2020 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 27 2018 City of Tukwila FLASHING i BUILDING DIVISION 1 - BLOCKING - SEE STRUCTL 6' MIL STUD FRAMING EIFS SYSTEM OVER 1' EPS AND }" EXT. GD. DRYWALL 4 3rd FLOOR WATER-RESISTANT BARRIER LED STRIP LIGHT 1 SECTION 3/4" = I'-0" RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER co co co Q Z� ZY Z� Oi I— ar. Ln Q 00 J W ozs U V) 3 Z OZ O F" U ww Z CO 0 N M ISSUE DATE: bilasoict7 'n 0 N Tn • • 6'-6" 11'-5' 11'-5" P1 EIFS FORM WATER TABLE CULTURED STONE BASE EIFS FORM WATER TABLE CULTURED STONE BASE 6'-6" ❑ O 0 ❑ 1 ❑ I ❑ O ❑ fliz„.....,,,,,,,:„H -0 ❑ ❑ ❑ 0 —8- _ _ = -❑ L : 0 3 PORTE COCHERE - RCP 1/8" = I'-o" P1 C� WEST ELEVATION I/4" = 1' 0" REMOVE EXIST. MTL ROOFING REMOVE EXIST. UGHTGAGE MTL MANSARD STRUCTURE REMOVE PORTION OF EXIST. ROOF DECK AND INSUL. REMOVE EXIST. STL OUTRIGGERS REMOVE EXIST. JOISTS REMOVE EXIST. CANOPY PARAPET DOWNUGHTS PER HAMPTON INN PROTOTYE DOCUMENTS FINISH - ARMSTRONG METALWORKS LINEAR EFFECTS WALNUT IN 4" PLANKS LINE OF COLUMN ENCLOSURE BELOW SOUTH ELEVATION I / 4 " = I ' - 0 " 14 A. I NEW ROOF DRAINS - CONNECT TO EXIST INTERNAL LEADERS 4X6 TUBE STL EXTENSIONS - ATTACH TO EXIST W18 PER STRUCTURAL • \JI II \ I II III \ II' II 1 I REMOVE EXIST. CANOPY \ PARAPET \ II VI 1 11 IuL 1 1 IL NOTE: RETAIN STRUCTURAL ITEMS REMOVED DURING DEMOLITION (JOISTS, BEAMS, ETC.) FOR RE -USE IN NEW CANOPY - SEE STRUCTURAL / 00 4X6 TUBE STL FRAME 1X4 GIRTS 0 24' OC MAX 2'-O" X 9'-O" GLAZING PANELS - SEAL BUTT JOINTS W/ CLEAR SIUCONE SEALANT 1 NEW ADHERED ROOF OVER RIGID INSUL AND MODIFIED METAL DECK M i 00 i H 4'-9" L 30'-0" _] LINE OF NEW WING WALL (4) NEW UPUGHTS FOR NEW FEATURE WALL - VERIFY LOCATION W/ LIGHTING MFR REMOVE PORTION OF EXIST. W16 BEYOND y.. REMOVE PORTION OF EXIST. W18 TYP REMOVE PORTION OF EXIST. W16 TYP REMOVE EXIST. JOIST MODIFY EXIST. JOISTS E N F.RAAN LEA I. HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. SEE SHEET A.SI AND A.52 FOR PORTE COCHERE WORK. 3. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. 4. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING, DEMOLITION AND NEW CONSTRUCTION WORK. 5. ALL LUMBER AND PLYWOOD SHALL BE FIRE -RETARDANT TREATED. NOTE: FIELD VERIFY EXIST. CONDTIONS PRIOR TO STRUCTURAL MODS. ( 5 1 3 ASI .0� i .... ••• ,,4e. — .... .0,-,.-......, . .... 2,1 _, I I 1 1 I I L REMOVE EXIST. EIFS FINISH AND BASE COAT, EPS AND LIGHTGAGE FRAMING AT BEAMS AND COLUMNS 3 r� 1 N Id I I 11jI4 - 11+ �J= 11-43z" +/- / / SECTION - DEMO EXIST. W16 BEYOND TO REMAIN I/8" = I' 0" (-a.xJ^L A 1t: ae-4 TYPcctizNaPki Crt -! L. :vs" VS Vei; QPra,,/i; . A4 %-ip IA er.. cfl u&Ti nas 2.1 F "2` eeu`" IrS ..Sr04• 4Y P't-,. >' Ri010 r - al% ptirAte 4 iI &j 4, to 1 1 1do IA j _:cc III NOTE: FIELD VERIFY EXIST. CONDITIONS PRIOR TO /, STRUCTURAL MOD'S. - tt NOTIFY TRUC ARCHITECT AND STRUCTURALL ENGINEER OF CONDITIONS AT COLUMN N.---' CONNECTIONS REVIEWED__ DPI CODE COWL ANCEk APPROVED . JUL 2'7 2018 City of Tukwila BUILDING DIVISION bilis 0 Ict7 RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER ISSUE DATE: 11:61 0 PORTE COCHERE - NEW I/8" = l'-0" PORTE COCHERE - EXIST. I / 8 " = I ' - 0 " EIFS TERMINATION - FLASH AND SEAL PER EIFS MFR RECOMMENDATIONS 2'-0 X 9'-4" LAM GLAZING THICKNESS PER MFR RECOMMENDATIONS GLAZING FASTENING SYSTEM 1 x 4 TUBE STL GIRTS AT 24" OC - CENTER GLAZING PANELS OVER GIRTS EIFS OVER 1" RIGID INSUL 4 X 6 TUBE STL FRAME - EXTEND ALONGSIDE EXIST W18 AND SECURE PER STRUCTURAL PAINT GIRTS TO MATCH EIFS NEW ADHERED ROOF OVER RIGID INSUL METAL COPING NEW/RE-USED 10" STL JOISTS - SEE STRUCT'L W8 OUTRIGGER - SEE STRUCT'L EIFS OVER 1" RIGIN INSUL AND 3" EXT. GD PLYWD LIGHTGAGE MTL FRAMING 1'-9" 7'-6" 3'-4 1 SECTION a �' Mir 5'-7 i" LMMIT I: I 3'-4 1/2" SECTION CONT. STL ANGLE - WELD TO EXIST. W18 AND NEW TUBE STL- SEE STRUCT'L MODIFIED 18" JOISTS TO REMAIN ALL NOTES SIMILAR TO SECTION 1 EXCEPT WHERE NOTED OTHERWISE EXIST. 18" JOISTS TO REMAIN EXIST. W16 TO REMAIN 5-1/2" LIGHTGAGE MTL FRAMING CONT. LED STRIP LIGHTING - EQ. TO ACCLAIM MODEL FLEX PE3 W/ FLKEXL TRACK - 3000K AND 5.5 WATT/FT LIGHTGAGE STRAPS W/ 4 - #10 TEK SCREWS - SEE STRUCTURAL NEW EIFS SYSTEM - BASE & FINISH COATS OVER 1" EPS OVER )1" EXT. PLYWD SHEATHING. STARTER TRACK W/ WEEP HOLES FLASHING EPS FORM - WATER TABLE 2 LAYERS WRB SCRATCH COAT W/ LATH MORTAR SETTING BED ADHERED CONCRETE MASONRY VENEER WEEP SCREED NEW SIDEWALK NEW ADHERED ROOF OVER RIGID INSUL METAL COPING NEW/RE-USED 10" STL JOISTS - SEE STRUCT'L W8 OUTRIGGER - SEE STRUCT'L EIFS OVER 1" RIGIN INSUL AND 3" EXT. GD PLYWD LIGHTGAGE MTL FRAMING 91 ENERAL NOTES HOTEL TO REMAIN OPERATIONAL DURING CONSTRUCTION. REFER TO BIDDER'S INSTRUCTIONS FOR HOURS OF OPERATION, PARKING AREA USE AND RESTRICTIONS, ROOF ACCESS, ETC. 2. SEE SHEET A.51 AND A.52 FOR PORTE COCHERE WORK. 3. EXISTING GROUND-MTD. BUILDING LIGHTING TO REMAIN. 4. EXISTING LANDSCAPING TO REMAIN. PROTECT IN PLACE DURING CLEANING, DEMOLITION AND NEW CONSTRUCTION WORK. 5. ALL LUMBER AND PLYWOOD SHALL BE FIRE -RETARDANT TREATED. 5i!ai.!iiSii!!u.atic.a:.5i!!ib.m."..:i a<.,'c'I!.:i!a:.d:!.ii!!is!4i!!:d.:i..:iLi:LI<..:.i:!.i: "!:id.::..:i MMW 1 II 3'-3" 2' 3" MAC 16 2020 1 3/4" = I'•0" SECTION EXIST. W18 TO REMAIN EXIST. W16 BEYOND TO REMAIN 5-1/2" LIGHTGAGE MTL FRAMING CONT. LED STRIP LIGHTING - EQ. TO ACCLAIM MODEL FLEX PE3 W/ FLKEXL TRACK - 3000K AND 5.5 WATT/FT D REVIEWED FCJR CODE COMPLIANCE APPROVED JUL 27 2018 City of Tukwila [BUILDING DIVISION I NEW EIFS SYSTEM - BASE & FINISH COATS OVER 1" EPS OVER J¢' EXT. PLYWD SHEATH STARTER TRACK W/ WEEP HOLES FLASHING EPS FORM - WATER TABLE 2 LAYERS WRB SCRATCH COAT W/ LATH MORTAR SETTING BED ADHERED CONCRETE MASONRY VENEER WEEP SCREED NEW SIDEWALK RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER 7200 S I 56TH ST. TUKWILA, WA 98188 >- › fi Z W ce w 2 U 0 LIJ Z ce 1 O ow Os (/i CO 0 N 11© 2 3/ 4" = I' - 0" 3 3/4" = I' 0" SECTION 072400 -EXT. INSUL. & FINISH SYSTEMS Part 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. The Rehabilitation of existing Exterior Insulation and Finish Coating Systems Application as described and specified herein including: a. New EIFS installation b. Cleaning c. Repair d. Recoabrg 2. Application of Sealants 3. Related Wort a. Painting b. Flashing a Metal Framing d. Adhered EPDM roofing 1.02 REFERENCES A. ASTM International Publications: 1. C1177/C1177M 'Standard Spedlcation for Glass Mat Gypsum Substrate for Use as Sheathing" 2. C1397 'Standard Practice for Application of Class PB Exterior Insulation and Fnish Systems 3. C1481 'Standard Guide for Use of Joint Sealants with Exterior Insulation and Finish Systems (EIFS)' 4. D1784 "Standard Specification for Rigid Poly(Viny1 Chloride) (PVC) Compounds and Chlorinated Poly(Vnyl Chloride) (CPVC) Compounds' 5. D4258 'Standard Practice for Surface Cleaning Concrete for Coaling' 6. D4261'Standard Practice for Surface Cleaning Concrete Una Masonry for Coating' 7. E 84 'Standard Test Method for Surface Boning Characteristics of Building Materials' 8. E331 'Standard Test Method for Water Penetrabon of Exterior Wlndovrs, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference' 9. E2098 "Standard Test Method for Deterrrning Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution' 10. E2110 'Standard Terminology for Exteror Insulation and Finish Systems (EIFS)' 11. E2273 'Standard Teal Method for Desnnining the Dranage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies" 12. E2430 "Standard Specification For Expanded Polystyrene CEPS") Therms Insulation Boards For Use In Exterior Insulation and Fnish Systems ('EIFS')° 13. E2486 'Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS)' B. EIFS Industry Members Assodatbn (EIMA) Publications. 1. EIMA Guide for Use of Sealants with Exterior Insulation and Finish Systems, Class PB 1.05 SUBMITTALS Cozad Part 2 PRODUCTS - Cont'd 4. Manufacturers written certification of installer. 2.03 5. Certification that materiels proposed for application or nstallation meet or exceed the specified requirements. 6. Affidavits: a. Where mandated by ICC or other applicable building codes, provide affidavits from EIFS and sealant applicators confirming MU compliance to all manufacturers application requirements A. As part of Contract dose_out submit with warranty and a letter from the EIFS installer certifying the fdlo'Mng: 1. The EIFS as installed has been tested per Code requirements and does not enact the Are rating of the exterior wall assembly. 2. The EIFS apdicabon and installation has been inspected by Third Party Consultant and are confirmed to be In full compliance to the manufacturers minimum application requirements. 3. The specific brand and type of sealants used on this pitied are compatible with and comacly installed in conjunction with the approved EIFS - per Dryvil DS 153. Document to also hi the approved sealant manufacturer. 1.06 QUALITY ASSURANCE A. Qualifications: 1. The Applicator shall supply a copy of their approved applicator certificate issued by the EIFS manufacturer. 2. The Insulation Board Manufacturer shall be approved by the EIFS manufacturer in writing on company letterhead. Mach this letter to warranty. 3. The manufacturer shall be a member of the Exterior Insulation Manutadurers Association - EIMA. 4. The manufacturer shall have manufactured Exterior Insulation and Fnish Systems in he United States for at least twenty years. 5. The installer shag have had a minimum of five years experience Installing to specified product on projects similar In scope, and with a record of successful in-service performance. B. Design and Detailing: 1. The Applicator shall verity that the Substrate is acceptable type prior to the application of the reacting system, 2. The systems specified shall be installed in accordance with the project documents, manufacturers published deters, and specific recommendations for this Project. C. Approvals, Listings, and Classifications: 1. Fire -Test -Response Charactedstes: Provide system assemblies and components with the following fire -test -response characteristics as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having junsdiction. Identify products with appropdale markings of applicable testing and Inspecting agency. a. flame Spread of Insulation Board and Finish Coats: 10 or less when tested individually per ASTM E 84. b. Smoke Developed of Insulation Boar and Finish Coats: 450 or less when tested Individually per ASTM E84. 2. Code Approvals: a. The EIFS system shall be approved by the applicable building codes and agendes wthin the jurisdiction of the Project. Code approval must be based on full scale diversified fire testing in its end use oatguration by independent agencies whose classifications and requirements have general acceptance as regulator. b. The System shall be evaluated, listed and classified as described in the folowing documents: 1) ICC Research Report. 2) Local Approval D. On -Site Technical Representative 1. The Owner shall provide. at their option and at their expense, the services of an independent testing/inspection agency prior to commencement of the rehabilitation of misting EIFS system. Agency shall be selected from a list of certified agencies provided by the EIFS MFR. 2. The Owner shall provide for, at their option and at hen expense. on -site observation by an independent testing/Inspection agency. a. TestngAnspection agency to have current AWCI certification. b. Perform testing to determine moisture content of materials and substrate behind *sting EIFS exterior finish coal. c. Identity areas of work to be rehabilitated and make suggestions for repair in accordance with manufacturer's EIFS Repair and Maintenance guidelines and documents. d. Contractor shall provide written notice to the Owner's representative 48 hours in advance of the start of work by the testing/Inspection agency. 3. The minimum number of observation visits will be work (4). not including pre -installation mating: a. One visit prior to commencement of rehabilitation. b. One visit to review and approve mockups prior to commencement d rehabilitation work.. C. Gypsum Assodatbn (GA) Publications: c. The remaining visits to take place during EIFS rehabilitation work. 1. GA-253 -Recommended Specifications for the Application of Gypsum Sheathing- 4. Should Owner elect none contract for said services, Contador shall do so. at their expense, In conformance with above all requirements listed for said service. D. International Code Council (ICC) E. Dryva Systems, Inc. 1. Dryint Document DS204 - Ousulalion Application Instructions 2. Dryad Document DS252 - Dryvit CARE Brochure for Cleaning and Restoration of EIFS 3. Dryvit Document DS498 - Dryvit CARE EIFS Repair Procedures 4. Dryvrt Document DS497 - Third Party Inspection Guidelines for Inspectors 1.03 DEFINITIONS A. EIFS: Exterior Insulation and Finish System E. Pre_Rehahilitatbn f Pre -Installation Meeting: The EIFS Installers foreman or superintendent for his project and a representative of the independent teslinghnspection agency shall attend the Pre_Rehabiitlaton / Pre -installation meeting prim to the start of rehadR ation of the existing EIFS system. F. The methods of cleaning, repair and reooaing of the existing system shall be the sole responsibility of the EIFS installer. The EIFS installer shall comply with the manufacturers recommendations. 1.07 DELIVERY, STORAGE. AND HANDLING A Deliver materials in original, unopened packages with manufacturers labels intact and clearly identif ng products. B. Store materials Inside and under cover, keep them dry and protected from the weather, direct sunlight, surface contamination, aging, cmmsion, damaging temperatures, construction traffic. and other causes. Store within temperature ranges as recommended by the manufacturer. 1. Slack insulation board fiat and off the ground protected from direct sunlight and extreme heat. 2. Protect plastic insulation against ignition at all times. Do not delver plastic insulating materials to Project site before installation time. 3. Complete Installation and concealment of plastic materiels as rapidly as possible in each area of construction. 1.08 PROJECT CONDITIONS A. Environmental Limitations: Do not install system when ambient outdoor air and substrate temperatures are 40 deg F and falling unless temporary protection and heat B. Class PS Exterior Insuation and Finish System (EIFS) is defined by ASTM C1397 practice for application of Class PB Exterior Insulation and Finish Systems as a are provided to maintain ambient temperatures above 40 deg F during installation d wet materiels and until they have dried thoroughly and become weather 'nonload bearing, extenor wall cladding system that consistsof an Insulation board attached adhesivelyto the substrate; an integrallyreinforced base coat; and a resistant, but for at Mast 24 hours alter installation. texture protective finish coat." B. Adjacent materials and the wall system shall be protected during installation, while curing and/or unattended, from weather end other damaging conditions. C. AestheticJoint: Defined as a joint that isscored or routed into the EIFS insulation board. Minimum is inch of insulation board isrequired at the base of the joint C. Do not apply materials to frozen surface. The joint functions as a convenient starting and stopping point for application of he EIFS finish coat a also serves to break up the morcbny of a monolithic 1.09 COORDINATION facade and to add visual Interest to to facade. 1 04 SYSTEM DESCRIPTION A Design Requirements 1. Evaluation and Identification of existing EIFS conditions: a. Surfacecondidons b. Subsurface conditions where existing EIFS lamina, EPS, andfor sheathing is removed per design c Sealant conditions atjons In EIFS and between EIFS and adjacent components such as different exterior finish matedats and doors end windows. 2. Development of schedule a restoration/refinish methods for existing EIFS. 3. System Materiels: Polymer -based protective coaling 100% pure acrylic resin based manta. No materials using non-aayllc resins in their formulas will be accepted. 4. Exterior insulation and finish system refers to a non-structural exterior wall assembly composed of the components as described in Section 07 4219. 5. Sealant System: Approved sealants are required at all dissimilar materials as specified in Section 07 9200. 6. Impact Resistance: a. ASTM E2486 minimum values without cracking: 1) Standard Impact Resistance • 25 - 49 indb 2) Medium Impact Resistance - 50 - 89 inab 3) High Impact Resistance-90-150 bnAh 4) Ultra -high Impact Resistance - >150 in/lb b. From grade to 2nd Boor, a minimum > 150 in/lb / Panzer Mesh) ndupoulds impact system is required. c. From 2nd floor up to a mnimum 50-89 in/lb impact system is required. d. High traffic areas: provide 150 'tab or greater impact system. B. PERFORMANCE REQUIREMENTS 1. General: Provide systems that comply with the following performance requirements: a. b. c. Bond Integrity Free from bond failure within system components or between system and supporting wall construction, resuming from exposure to fire, wind bads, weather, ar other in-service andtions. Weathertghtness: Resistant to water penetration from exterior through the EIFS system Into interior of building that result n deterioration of teermal-insulating effectiveness ar other degradation of system and assemblies behind it, including substrates, supporting wall construction, and interior finish, directs Incidental moisture to the exterior. Moisture Control 1) Prevent the accumulation of water behind the EIFS system, surer by condensation or leakage through the wall construction, in the design and detailing of the wall assembly. 2) Provide Bashing to direct wafer to to exterior where it Is likely to penetrate components In the wall assembly, Including, above wndow and door heads, beneath window and door sills, at roof/wall Intersections, decks, abutments of lower walls with higher walls, above projecting features, end at the base of the wall. 3) Air Leakage Prevention: Provide continuity of au bather system at foundation. roof, windows, doors, and other penetratos through the system with connecting and compatible air tame components to minimize condensation and leakage caused by air movement. 1.05 SUBMITTALS A. Submit 'Letter of Conformance" in accordance with Sateen 01330 (01 33 00) with the following supporting data, 1. Product Data: a. Technical produd data b. Test reports c. Manufacturers Instructions for cleaning, repair, patching and refinishing existing surfaces from manufacturer. 2. Submit ore 2 ft. x 2 ft sample of the wall system for each finish, odor. and texture selected using same tools and techniques as for the actual propel. Match brick color/pattern to Arttlecfs rendering. A. The work of this Section shall be coordinated with the work specified in related Sections. This includes installation of new EIFS system, repairs of other exterior budding components such as windows, doors, and other penetrating elements, and cleaning and reaabrg of existing EIFS system. Outstanding issues and concerns shall be resolved at the pre -installation meeting prior to start of installation. B. Temporary protection shall be provided during the rehabiitatlon work and prior to the installation of the sealant and flashing systems at all locations that could allow moisture penetration. Do not allow water to penetrate behind EIFS. C. Whenever possible, repairs must be completed at he end of each work day. No openings Into existing EIFS system 0Il be permitted to remain open at the end of each work day. D. All joints to be sealed shall be done Immediately after completion of field applied wall system. E. Provide water light seal at all penetrations al areas of EIFS repair as soon as is permitted by manufacturer's recommendations. 1.10 MAINTENANCE A Maintenance Kit 1. Supply maintenance kit and store at site where directed by Owners Representane. a. Containers of Irquids shall be unopened. 2. Maintenance kit shall contain the following components: a. Printed maintenance instructions b. One gallon of adhesive c. One gallon of finish color coating for each color used d. 32 square feet of each type relnfordng fabric e. 32 square feet of insulation board 1.01 WARRANTY A Manufacturer shal provide limited warranties on the labor and materials associated with the EIFS rehabilisibn system. This warranty Is exclusive of fleshings. 1. Manufacturer shall provide a 10 year limited warranty on recasting system. 2. Manuladurer shall provide a 10 year limited warranty on all new/repair materials spedtied here and in the Manufacturers repair guidelines. 3. This installer shall provide a 3-year warranty for a1 workmanship related to EIFS application. B. Work is warranted against 1. Materiel defects, Including, but not limited to, peeling, cracking, delamination, flaking, or similar failures. 2. Seepage and leakage of water or excessive moisture through the EIFS into he building or wall cavities through the system. EIFS to EIFS and EIFS to dissimilar sealer joints. C. Inspection: 1. The installer shall provide final inspection and written confirmation at the completion of application of the system including ell Contiguous sealant joints. Part2 PRODUCTS 2.01 MANUFACTURERS 1. Manufacturer listed below serves as basis of design. Other manufacturers must demonstrate and provide equivalent standards, techniques, systems. quality assurance and control, and warranty. 2. Dryvit Systems, Inc. (401.322-1980) a. Contact John Powers(765-938-1300) b. Base Coat: 1) Dryvit Genesis DM (Cementitlas) 2) Dryvit NCB (Non-Cementitious) c. Adhesive: Dryvit Genesis 0M. d. Mesh: 1) Dryvit Standard 4.3 oz. Mesh 2) Dryvit Detail Mesh. e. Finish: Dryvit DPR Acrylic B. Sealants, sealant primer and dosed cell backer rods as spedfled in Section 07420 2.02 GENERAL A All components of the wan system shall be obtained from one manufacturer. No substitutions or addition of other materials will be allowed. MATERIALS A Compatibility: Provide substrates, adhesive, board insulation, reinforcing meshes, base- and finish -coat materials. sealants, and accessories that are compatible with one another and approved for use by system manufacturer for Project. B. PrimerfAdhesive: AP adhesive/and NCB or freestyle base coal as recommended by the Manufacturer. C. Insulation Board: 1. Molded -Polystyrene Board Insulation: Rigid, cellular thermal insulation formed by expansion of polystyrene resin beads or granules in a dosed mold. Comply with system manufacturers requkements, ASTM C576 for Type I, and ASTM E24301or more stringent requirements for material performance and quaities of Insulation, including dimensions and pernisside variations, and the following: a. Before cutting and shipping, age insulation in block form by at drying for not less than six weeks or by another method approved by EIMA That produces equivalent results. D. Adhesive: Factory blended, polymer based adhesive as recommended by the system manufact mar to be compatible with the substrate and insulation being utilized. E. Reinforcing Mesh: Balanced, alkall-re istant, open -weave glass -fiber mesh treated for compatibility with other system materials, made from continuous multiend Wends with retained mesh tensile strength of not less than 120 Ibfan. per ASTM E2098, complying with ASTM D578 and he following requirements for minimum weight 1. Weights per mfr. Recommendations for condition. F. Base -Coat Materials: Factory blended, polymer based base coat as recommended by the system manufacturer to be compatible with the EPS insulation board and reintordng mesh G. Finish Coat: Materials System manufacturers standard mixture, complying with he following requirements for material composition and method of combining materials: 1. Factory mixed formulation of 100% pure acrylic polymer emulsion texture finish with color fast mineral figments forming integral finish color. 2. Color: As selected by Owners Representative. 3. Texture: As selected by Camera Representative. H. Cement: Type I Portland Cement, ASTM C150, gray or white; fresh and free of lumps. I. Water -resistive membrane: Dryvit Backstop NT over fire-retardemireated plywood. Install per Dryvit 135180. J. Water: 1. Water shad be dean and potable. Water shall be tested by he Installer for excessive levels of iron and all other potentially damaging substances prior to its incorporation in accordance with the manufacturers published instructions K. Sheathing (Vertical and Horizontal Applications): 1. Fire -retardant treated plywood sheathing In thicknesses indicated. Flame Spread of 25 or less (Class A) per ASTM E 84. Code -compliant stamps including all required information. L. Elastomeric Sealant Products: Provide system manufacturers listed and recommended demically curing, elastamenc sealant in aawrdence with ASTM C1382, compatible with joint fillers, joint substrates, and other related materials, and complies with requirements for produds and testing Indicated in 'EIMA Guide for Use of Sealants with Exterior Insulation and Finish Systems, Class PB' and with requirements In Section 07 42 19 'Water Drainage Exterior Insulation And Finish Systems' for products. M. Masking Tape: Provide non -staining, oonabsabent type compatible with joint sealants and to surfaces adjacent to joints. N. Med+enical Fasteners: Were required. system manufacturers standard oorrosbrvresistant fasteners consisting of thermal cap, standard washer and shaft attachments, and fastener Indicated below: selected for properties of pullout, tensile, and shear strength required to resist design bads of application indicated; capable of pulling fastener head below surface of insulation board. 2.04 MIXING A. General: Comply with system manufacturers requirements for combining and mixing materials. Do not introduce admixtures, water. or other materials except as recommended by system manufacturer. Mix materials In dean containers. Use materials within time period specified by system manufacturer or discard. Part 3 EXECUTION 3.01 EXAMINATION A Prior to start of cleaning of existing wal system. the system shall be examined by the contractor and the EIFS systwn installer to identify areas of did, staining, algae or mildew and the severity of each condition. B. Alter completion of cleaning, the antrador, and the Independent testingMspecton agency shall review he existing EIFS wall system to determine areas of repair required including surface cads, cracks, puncture damage, cracks at aesthetic joints, areas of possible EPS board delaminabon, and areas of potential excessive Internal moisture. C. Substrates: 1. Wall sheathings must be sound and securely fastened per applicable building code requirements. 3.02 PREPARATION A. Protect existing building components and adjacent areas including mechanical equipment, Wily meters and piping, landscaping and exterior hard pavement surfaces against overspray of cleaning solutions and din runt during leaning process. B. Secure areas around work to protect pedestrians and vehicles in padding areas and drives against overspray of cleaning sdutiors and dirt run-off with temporary barriers during cleaning process. Erect temporary barriers where necessary. Coordinate areas of work and erection of temporary banters with Owner prior to beginning work. C. Protect contiguous work from moisture deterioration and soling caused by application of systems. Provide temporary covering and other protection needed b prevent spattering of exledor finish coats on other work D. Protect system, substrates, and wall construction behind them tram inclement weather during installation. E. Prepare and dean substrates to comply system manufacturers written requirements to obtain optimum bond between substrate and repair materials new finish seat.. 1. Apply primer -sealer over substrates where required by system manufacturer for improving adhesion or for protecting substrates from degradation. 3.03 INSTALLATION A Comply with system manufacturers written instructions for new installations and for cleaning, repair and reaatlrg of existing wall system. B. Installation of accessories and insulation board shall be in accedence with manufacturers specifications. 1. Building surface must be cleaned prior to beginnng repair and patching work. 2. Apply boards over dry substrates in courses. 3. Cut insulation to fit openings, corers, and projections and to produce edges and shapes conforming to details Indicated. C. Cleaning: 1. Clean the entire surface of the existing EIFS wall system in accordance with Dryvit DS498 - Dry it CARE EIFS Repair Procedures-. D. Refinishing Potions of Existing Walls and Porte Cohere Columns: 1. Remove the EIFS system lamina in a manner recommended by the manufacturer. 2. Install new EPS substrate wherever necessary to repair it. Sand the surface of to EPS to achieve a smooth substrate 3. Instill base coat per mfr recommendations end a reinforced (Panzer or equivalent) mesh per DS 118 in the area. 4. Extend new finish coats over repair areas to nearest material joint or aesthetic joint to hide area of repair. 5. Use methods recommended by the manufacturer to create new faux brick per DryadCustom Brick per DS151 surface texture and finish. E. Fully embed reinforcing fabric of weight Indicated below in wet base coat to produce wrinkle free installation: 1. Fabric Weight Standard, unless otherwise indicated. 2. Heavy -Duty Impact Resistant From ground level to minimum 8'-0' high, at all comers of doors and windows. al column surrounds and in other locations as shown on Drawings. 3. Mesh to be continuous al comers and oveiapped not less than 2-1/2'. Do not lap reinfodng mesh within 8° of comers. F. Apply finish coat over dry base coat in thickness required by system manufacturer to produce a uniform finish of texture and color matching approved sample. 3.04 INSTALLATION OF JOINT SEALANTS A Prepare joints for sealants, of type and at locations indicated, to comply with applicable requirements in 'EIMA Guide for Use of Sealants with Exterior Insulation and Finish Systems, Class PB.' 1. Clean surfaces to receive sealants to comply with indicated requirements and system manufacturer's written instructions. 2. Joint sealants to be applied after base coat has cured and he surface has been primed with either Color Prime or Demendt 3.05 RECOATING EIFS FINISHES A. Before recasting, the finish surface of the EIFS must be sound and free of defects such as peeling, blistering, cracking or delaninated. B. Cleaning of entire EIFS finish must be completed prior to beginning recoabng work. Verify that (hose contaminants that night affect adhesion of the coating including dirt, mold, and mildew have been propedy removed. C. The faux brick grout cola, brick color and stencil form to be selected by Architect from the EIS Manufacturers standard colors and fours. D. All repair and patching work must be completed according to Dryvit DS498 - Dryvit CARE EIFS Repair Procedures' odor to beginning rscoating wok. E. Contractor to protect all adjacent surfaces and components such as windows, doors, coping caps, light fixtures, mechanical equipment utility meters and piping, landscaping and hard pavement surfaces against overspray, splatter, etc. during recasting process F. Secure areas around work to protect pedestrians and vehicles in parking areas and drives against overspray, splatter etc, during reacting process Contractor to erect temporary barriers to block entrance to areas of work. Coordinate areas of work and erection of temporary barriers will Owner prior to beginning work. G. Apply aatng in accordance with Dryvh DS498 - Dryvit CARE EIFS Repair Procedures' a. Apply coats to all Bars above the water table installed at the second Boor line, and all pilasters. b. Apply one coal of primer and two coats of finish - Note: Basis of design for coatings is Benjamin Moore. See adaitional intonnadon elsewhere. Note: Contractor may elect to use EIFS Manufacturers coatings, color -matched to FYI program - Benjamin Moore products. Coating product must be compatible with new and existing EIFS surfaces. H. Coating to to anted In accordance with manufacturers recommendations. 3.06 CLEANING AND PROTECTING A Remove temporary covering and protection of other work. Promptly remove coating materiels from window and door frames and other surfaces outside areas Indicated to receive system coatings. B. Provide final protection and maintain conditions, in a manner acceptable to Installer and system manufacturer that ensure system is without damage a detedorelon at the time of Substantial Completion. END OF SECTION SECTION 075300 -ROOFING 11 Part 1 GENERAL 1.01 SUMMARY A Section Includes: 1. The partial removal and replacement of the existing roofing, and the extension of the existing roofing onto the new parapet, including: a. Cutting and removal of existing roofing Were Indicated b. Moving existing ballast (if any) from area of work c. Cleaning existing roofing in area of work d. Installation of new fully adhered roofing on new parapet e. Repairs as necessary to restore roofing f. New ballast if system requires g. Installation or new accessories to tadrtate the installation of the membrane, Including seal strips, aver snips, etc h. Installation of new flashing and fiesNng amassones 2. Related Sections a. Exterior Insulation Finishing System b. Sheet Metal Flashing and Trim 1.02 General considerations A. Petroleum based products; certain chemicals and waste products (i.e., grease, oil, animal fats. etc.) are not compatible with some roofing systems. B. On structural concrete decks, when a vapor retarder is not used, gaps in the deck along the perimeter and around penerrasas mast be sealed along with vertical pints between tin -up panels, a present, to prevent infigmtin of hat humid air and possible moisture. C. Contractor shall familiarize himself with roof conditions prior to submittal of bid. The existing roof is of unknown age and type. It is believed to be a single-py membrane. No other information is available. Prior to submittal of bid, Contractor shall visit the site and examine the existing roof. As part of his bid submittal. contractor shall identify type of exiling roof, estimated age, and whether tie-in is viable. 1.03 Warranty A Provide mfr standard 25 year warranty for work 1.04 EXISTING CONDITIONS A Contractor shall inspect roofing and insulation pnor to commencement of subsequent demolition work Unstitable andhions shal be reported within 24 hours to the MFR representative and the Archaed. Contractor shall verify roof type prior to commencement of work. Part 2 Products 2.01 PRODUCTS A. Provide all roofing membrane system components from a single manufacturer, se necessary to complete project. NOTE: Not all components are shown on drawings. Contractor shall provide all cornponents to amcmplish full installation of new system. a. Membrane: Minimum 45-mil non -reinforced membrane unless otherwise advised by Manufacturer. b. Insulation: Match eiis'ng thickness unless otherwise indicated. Provide board insulation type compatible with existing. Match existing slopes unless otherwise indicated. Part 3 EXECUTION 3.01 EXISTING CONDITIONS A. Report defects in the subsurface to the MFR representative and the Architect within 24 hours. B. Clear surface of debris and foreign material poor to commencement of installation of new roofing system. Clean existing membrane in area of wok. C. Cut and remove wet insulation within area of work. Fill all voids with new insulation. Install new/new and newlold with gaps no greater than W. 3.02 NEW ROOF A. Insulation - Existing conditions understood b be two layers of board insulation. Match thickness, stagger joins. B. Do not install more underbymen insulation than can be covered In one day by membrane. C. Attach insulation per mfr recommendations 3.03 NEW MEMBRANE A Position over substrate without stretching. Allow to relax approx. 34 hour before splicing. Place adjoining sheets in same manner. B. Pull back existing membrane and lay new membrane over substrate. Re -lay existing membrane over new and splice per MFR recommendations. C. Refer to MFR's U-sales detail sheets, Including, but not limited to, U.1 salles, U-9 and U-12 and 12A for attachment at edge flashing, angle changes, and tie-in to existing sappers. Use 6' W Reinforced Universal Securement Strips (RUSS) at all locations recommended by MFR 3.04 ballast A Provide and instal, per MFR's specifications. 3.05 Cleaning, protection and dose -out A. Remove all temporary covering, ec. Clean and remove any debris, spills, etc. of constnrdbn materials. B. Notify MFR representative of project completion. Coordinate any walk-throughs or other requirements by manufacturer prior to turnover and start of warranty. END OF SECTION EXPO Or 0E17 MAR 10 2020 EB R;E`!iEVVJED FORT CODE COMPLIANCE, APPROVED JUL2"/ 2018 City of Tukwila BUILDING DIVISION j RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER c C7 SO Q W r CO CO 0 (-4 re) ISSUE DATE: (Eic-3) 0 SECTION 016200 -SHEET METAL FLASHING & TRIM Parts GENERAL 1.01 SUMMARY A. Section Includes: 1. Flashing al Roof, W ndcws, Doors, and other locations as shown on Drawings. 2. Aluminum Forced Cap Fleshings (Copings) 3. Fasteners B. Related Sections: 1. Section 07 24 00 (07240)- Exterior Insulation and Finish Systems (EIFS) 2. SecBm 075321 (07'530)- Elastomeric Membrane Roofing 3. Sedlon 07 92 00 (07920) • Joint Sealants 1.02 REFERENCES A. ASTM International Publications: 1. B32 "Standard Specification for Solder Metal" 2. B209 'Standard Spedfication for Aluminum and Aluminum -Alley Sheet and Plate" 3. C920' Standard Specification for Elastomeric Joint Sealants' 4. D1079 "Standard Tennkldogy Relating to Roofing. Waterproofing, and Bituminous Materiels" B. American Arohitedural Manufacturers Assodalion (AAMA) Publications: 1. 1402 "Standard Spcauitions for Numinum Siding, Soffit and Fascia' C. Sheet Metal and Air Conditioning Contractors' National Asaodation (SMACNA) Publications: 1. 'Architectural Sheet Mehl Manual', Current Edition 0. Single Ply Roofing Industry (SPRI) Publications: 1. ANSIISPRI ES-1 'Wind Design Standard for Edge Systems Used with Law Slope Roofing Systems' E. The Satiety for Protective Coatngs (SSPC) Publications: 1. SSPC Painting Manual' F. National Association of Architectural Metal Manufacturers (NAAMM) Publications: 1. 'Metal Finishes Manual' 1.03 PERFORMANCE REQUIREMENTS A General: Install sheet metal lashing and trim to withstand wind bads, structural movement, thermally induced movement, and exposure to weather without failing. B. Copngs and roof edge fleshings, except for gutters, shall be designed and installed in accordance with Chapter 16 of the International Building Code (IBC) and tested for resistance in accordance with ANSUSPRI ES-1. Part C. Thermal Movements: Provide sheet metal Bashing and trim that allow for thermal movements resulting from the following maximum range in ambient and surfaced 01 temperatures by preventing budding, opening of joints, hole elongation, overstressing of components, falhre of joint sealants, failure of connections and other detrimental effects. Provide dips that resist rotation and avoid sheer stress as a result of sheet metal and trim Memel movements. 1. Temperature Change (Range): 120 Degree F ambient; 180 Degree F material surfaces. D. Warr Infiltration: Provide sheet metal flashing and trim that do not Mow water Infiltration to budding Interior 1.04 SUBMITTALS A. General: Submit the fdbwing in accordance with Conditions of Contract and Division 01 Spedfication Sections. B. Product Data: Submit 'Letter of Conformance indicating specified items selected for use in project with the following supporting data. 1. Manufacturers standard color chats for selection purposes. 1.05 QUALITY ASSURANCE A. Installer Qualifications Engage en experienced installer who has Completed sheet metal flashing and ram work similar in material. design, and extent to hat indicated for Ihis Aged ace with a record of successful in -mace performance. B. Do not proceed with the installation of flashing and sheet metal work until curb and substrate construction, cant strips, bladdrg, inlets. and other construction to receive the work is completed. C. Flashing and sheet meal shall be instaled in accordance with: 1. FM Global (FMG) Standards (Factory Mutual Engineering and Research Requirements) 2. SMACNA's Archttedural Sheet Metal Manual' 3. Conform to dimensions and profiles shown unless more stringent requirements are indicated. D. The hosteller must examine the substrate and the conditions under which flashing and sheet meal work Is to be performed, and notify the Architect in writing of unsahsfaday conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 1.06 PROJECT CONDITIONS A. Existing/Construction Conditions: 1. Exerdse care when woddng on or about roof surfaces to avoid damaging orpunclufng membrane orflexible fleshings. 2. Place pywood panels on roof surfaces adjacent to work of this Section and en access routes. Keep in pace until completion of work. 3. DO NOT WALK ON THE TOP OF NEW BUILDING OR PORTE COCHERE PARAPETS. B. Roofing and flashing shall not be applied during precipitation and shall not be stared in the event there is a probability of precipitation during application. Metal faced flashing shall not be applied when ambient temperature s below 35 degrees F. C. Coordinate Work of this Section with interfacing and adjoining Work for proper sequencing of each installation. Ensure best possible weather resistance, durability d Work, and protection of materials and finishes. 1.07 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials in manufacturers original, unopened. undamaged cmainers with identification labels intact. B. Storage and Protection: Protect materials from rain and physical damage. Provide cover on lop and on an sides, allowing for adequate vendafon. Store flashing where temperatures will not exceed 90 degrees F for extended periods. Store all products in a dry area away from high heat, flames or sparks. C. Store Membrane Flashing System products in manufactures unopened packaging until ready for insulaion and dispense the needed amounts of materials from the manufacturer box. 1.08 WARRANTY A. Provide Owner vrith warranty sating that flashing material will properly shed water and protect roof and wall horn physical damage for a minimum period of five years from date of Substantial Completion and the damage resulting from failure to provide above stated performances will be repaired to satisfaction of Owner et no additional cost. Part2 PRODUCTS 2.01 ALUMINUM FLASHING AND SHEET METAL A. Materials: 1. Aluminum Sheet ASTM B209, May 3003, Temper H14, AA.-C22M1, minimum .032 inch thick (20 gal sheet. a Finish: 5-year Fluoropoymer 2-Coat System: Manufacturers standard 2-coat, themnwred system consisting of specially formulated inhibitive primer and fluouropdymer color topcoat conaink g not less than 70 percent polyvinylidene fluoride resin by weight complying with AAMA 2604 where exposed. 2. Fasteners: Concealed type; of same material as fleshings; sized to suit application. 3. Size and shape as shown on Drawings. 4. Cola: Refer to Exterior Finish Index. 2.02 ALUMINUM FORMED CAP FLASHING A. Approved Manufacturers: 1. 'Perna -Tile Coping (Tapered)`; Metal -Era, Inc, (800-558-2182) 2. 'Perasnap Coping'; W.P. Hickman Company (800313-9543) 3. °Press -Luc Coping'; Perimeter Systems; a division of Southern Aluminum Finishing Company, Inc (800-334-9823) B. Aluminum Formed Cap Flashing shall be smooth aluminum, 0.050 thlebass, custom size and shape as shown on Drawings. Ad joints shell receive concealed spice plates to accommodate thermal movement. Provide premanufadured inside and outside corners as required. Stainless steel screws and washers shall be used for Insulation. 1. Finish: 5-year Fluoropdymer 2-Coat System: Manufacturers standard 2-coat, t er ocured system corseting of specially formulated inNbllive primer and fluouropoymer odor topcoat containing not less than 70 percent polyvinyfdene fluoride resin by weight; complying with AAMA 2604 where exposed. 2. Color as shown on Exterior Fideh Index. 3. Fasteners: Concealed type; Series 300 stainless steel screws and washers; sized to suit epplicadm. C. Thru-Wall Flashing: 1. Approved Manufacturers: a. "5 oz. Copper Flashing with Stainless Steel Drip Edge', York Manufacturing, Inc. (800-551-2828) b. 'Flex Flashing with Stainless Steel Drip Edge', Hohmen and Bernard, Inc. (8004345.0616) c. 'Pert -A -Barney" wall flashing and 'Perm -A -Barrier' primer and stainless steel drip edge as manufactured by W.R. Grace 8 Company (800-778-2880) d. 'Hyload SA with Stainless Steel Drip Edge', Hyload Flashing (800-4574056) e. 'DuPont Ths-Wall Flashing System with Integrated Drip Edge"; DuPont Company (800-448-9835). 1) System to Include preformed inside/outside miters and end dams to match the wall design. 2. Provide fasteners, primers, sealants, and mastic as approved by manufacturer, as required. 2.03 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet meal manuadurer. Match finish of exposed heeds with material being fastened. B. Elastomeric Sealant Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements forjdnl sealants as specified In DMslen 07 Section" Joint Sealants', C. Epoxy Seam Sealer. Two-part, noncorrosive, aluminum seam -cementing compound, recommended by aluminum manufacturer for exterior and interior nonmoving joints, including riveted joints. D. Adhesives: 'ype recommended by dashing sheet metal manufacturer for waterproof and weather resistant seaming and adhesive application offlashing sheet metal. E. Metal Accessories: Provide sheet meal dips, straps. anchoring devices. and similar accessory units as required for Installation of work, matching or compatible with material being installed; noncorrosive; size and thickness required for performance. Part2 PRODUCTS • CONTD 2.04 FABRICATION, GENERAL A Sheet Metal Fabrication Standard: Fabricate sheet metal Bashing and trim to comply with recommendations of SMACNA's 'Architectural Sheet Metal Manual" that apply to the design, dimensions. metal. and other dlaraderistics of the item indicated. B. Comply with details shown to fabricate sheet metal flashing and trkn that fit substrates and result In waterproof and weather -resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Form exposed sheet metal work that is without excessive ail canning. buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form herns. D. Seams: Fabricate nonmoving seams in aluminum with flat -lock seams. Fonn seams and seal with epoxy seam sealer. Rivet joints for additional strength. E. Expansion Provisions: Comply with SMACNA standards. Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of comer or ktersedion. Where lapped or bayonet -type expansion provisions in work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). F. Sealed Joints: Form nonexpansim, but movable, pints In metal to accommodate elaslomeric sealant to comply with SMACNA standards. G. Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of canted with asphalt mastic or other permanent separation as recommended by manufacturer. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. 1. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible. noncorrosive metal recommended by sheet metal manufacturer. 1. Size: As recommended by SMACNA manual or sheet metal manufacturer for application, but never less than thickness of metal being secured. J. Fonn gutters and downspouts of profiles and sizes indicated and as required to property collect and remove water. Fabricate complete with required connection pieces. 1. Form sections square, true, and accurate in size, in maximum possible lengths and free of distortions and defects detrimental to appearance or performance hem exposed edges. Alow for expansion at joints. Miter gutter comers. 2.05 FABRICATION - FLASHINGS [AND CAP FLASHINGS] A Form sections square true, and accurate to size, free from distortion and other defects detrimental to appearance or performance. 8. Form sections in maximum lengths. Make allowances for expansion at joints. C. Seams are to be standing lock or batten type except comers. Fabricate comers minimum 18 inches mitered, soldered, or welded, and sealed as one piece. 0. Wpe and wash clean, soldered joints. to remove trams of flux immediately alter soldering. E. Hem exposed edges of fleshings on underside 1(2 kith. F. Badcpant fleshings with bituminous paint where expelled to be in contact with cementitious materiels or dissimilar metals. 3 EXECUTION INSTALLATION - GENERAL A. Comply with manufacturers instructions and recommendations for handling and installation of flashing and sheet metal work. B. Performance: Coordinate is work with other work for the correct sequendng of items welch make up the entire membrane or system of weatherproofing or waterproofing and rain drainage. B Is required that the flashing and sheet metal work be pemanenty watertight, and not deteriorate in excess of manufacturers published limitations. C. Examine substrates and condition under which sheet metal flashing and trim are to be installed and verify that work may property commence. Do not proceed vrith installation until unsatisfactory conditions have been corrected. 3.02 INSTALLATION - SHEET METAL A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, manufacturer's installation Instructions, and SMACNA's 'Architectural Sheet Metal Manual'. Anchor units of work securely In place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. B. Install exposed sheet metal work that is without excessive oil canning, buckling, and hod marks and that is We to line and levels indicated, with exposed edges folded back to ton hens. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather -resistant performance. Vent' shapes and dimensions of surfaces to be covered before fabricating sheet meal. C. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomedc sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. 1. Use joint adhesive for nonmoving joints specified not to be soldered. 0. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. Fabricate nomnoving seams in aluminum with flat -lock seams. Fonn seams and seal with epoxy seam sealer. Rivet joints for additional strength. E. Separations: Separate metal from nancampatibie metal or corrosive substrates by coating concealed surfaces, at locations of Gonad, with asphalt mastic or other permanent separation as recommended by manufacturer. 3.03 CLEANING AND PROTECTION A. Clean exposed metal surfaces, removing substances that might cause corrosion of meal or deterioration of finishes. 8. Provide final protection and maintain conditions that ensure sheet meal flashing and trim work during construction is without damage or deterioration other then natural weathering at the time of Substantial Completion. END OF SECTION SECTION 079200 -JOINT SEALANTS Part1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Clean and Prepare Joint Surfaces 2. Sealant and Bacing Materials including primers, backer rods, band breakers and accessories. B. Related Sections: 1. Section 04 70 00 - Manufactured Masonry 2. Section 07 62 00 (07600) - Sheet Metal Flashing and Trim 3. Section 09 20 00 • Stucco 4. Section 09 90 00 (09900) - Painting 1.02 REFERENCES A ASTM International Publications: 1. C834 'Standard Specification for Latex Sealants' 2. C920 'Standard Specification for Elastomeric Joint Sealants' 3. C1193 'Standard Guide for Use of Joint Sealants' 4. C1248 "Standard Test Method far Staining of Porous Substrate by Joint Sealants' 5. ASTM D1056 'Standard Specification for Flexible Cellular Materials -Sponge or Expanded Rubber' B. Underwmers Laboratories, Inc. IUL) Standards 1. 'Fire Resistance Directory' C. Warnock Hersey, ETL SEMKO division of Intertek (WHI) Publications: 1. 'Certification Listings' 1.03 SYSTEM DESCRIPTION A. Work shall include providing sealant at intersection of construction components on exterior to building, including, but not limited to the following, 1. Exterior joints in the following vertical surfaces and nontraffc horizontal surfaces: a. Joints In exterior insulation and finish systems (EIFS). b. Perimeter joints between materials listed above and frames of doors and windows. c. Joints In coping caps and exposed flashing. d. Other joints as indicated. 2. Exterior joints in the following horizontal traffic surfaces: a. Joints between different materiels listed above. b. Other joints as indicated. 1.04 SUBMITTALS A. Where required by local budding codes, provide certification from sealant manufacturer that sealants used in conjunction with EIFS insulations is in compliance with EIFS manufacturers requirements. 1. Affidavit Form at end of this Section shall be completed by sealant applicator and submitted with EIFS warranty. 1.05 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in Installing joint sealants similar in material, design, and extent to those Indicated for this Project and whose work has mulled in joint -sealant installations with a record of successful In-service performance. B. Source Limitations: Obtain each type ofjoint sealant through one source from a single manufacturer. C. NI materials shall be verified by this Contractor to be compatible with adjacent materials. 1.06 DELIVERY, STORAGE. AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer. product name and designation, color. expiration date. pot Ile, wring time, and mixing insolctos for muMmmponent materials. B. Store and handle materials in compliance with manufacturers written instmcdons to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.07 PROJECT CONDITIONS A Environmental Limitation: Do not proceed with installation of joke sealants under the following conditions: 1. When ambient end substrate temperature conditions are outside limits permitted by joint steam manufacturer or are below 40 degrees F. and less than 100 degrees F. 2. When joint substrates am wet. 8. Joint -Width Conditions: Do nol proceed wah installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated. 1.06 WARRANTY A. Special Warranty: 1. Submit two copies of a written guarantee agreeing b repair or replace joint sealers which fail to perform as air tight and water -tight joints; or fail in joint adhesion, cohesion, abrasion resistance weather resistance, or general durability; or appear to deteriorate or become unserviceable or causing an objectionable appearance resulting from either defective or non -conforming materiels and workmanship or in any other manner not dearly specified by submitted manufacturers data as an inherent quality of the material or the exposure indicated. Provide one-year Warranty. a. Defects shall include, but are not limited to: 1) Staining from abutting materials or filler. 2) Migrating, bleeding into, or staining abutting materials. 3) Unsightly surface deformation by causes other than movement. 4) Excessive color change. chalking, or dust pick-up. 5) Railing adhesively or cohesively where maximum elongation Is less than 25% of designed width of exposed joints. 6) Hardening to more Than 25% over specified hardness. b. Replace sealants which fad because of loss of cohesion or adhesion or do not cure. Part2 PRODUCTS 2.01 MANUFACTURERS A. Products shall be provided only by dose manufacturers whose products are compatde with stucco and adhered concrete masonry systems. 2.02 JOINT SEALANTS A. General: 1. Colors: Sealant material to colors of adjacent materials, as approved by Architect unless indicated oth envise. 2. Elastomeric Sealant Standard: Comply with ASTM C920 and other requirements indicated for each liquid -applied chemically wring sealant, Including those referencing ASTM C920 classifications for type, grade, Bass. and uses. 3. Stain -Test -Response Chaadeestics: Where elastontenc sealants are specified to be nonstaining to porous substrates. provide products that have undergone testing according to ASTM C1248 and have not stained porous joint substrates Indicated for Project. B. Exerior joints greater than lit (except E.LF.S. areas): 1. Two-part non -sag, polyurethane type, meeting ASTM C920, Type M. Grade NS, Class 50, Use NT, with 20 year life expectancy. 2. Accepable Products All proposed sealants must be approved by the NOrthwea Well and Ceiling Bureau pea to use on stucco, and by the adhered concrete masonry manufacturer prior to use on their system. The following products must be verified by the conrete for their suiabd4y: a. "Chem -Calk 2000'; Bostik Inc. (800-523-2678) b. 'Dyneric 240 or 240FC' ; Tremoo, Inc. an RPM Company (800582-2728) a 'Dynatrol II'; Peace Corp. (800-523.6888) d. 'Sondastic RFD;; BASF Budding Systems (952495-6000) C. Exte$orjoints lees than 1/2' (except E.I.F.S. areas): 1. One -part non -sag acrylic Terpdymer formulation meeting the requirements d ASTM C920. Tyde S, Grade NS, Class 25, Use FT, with 20-year life expectancy. Part2 PRODUCTS • CONTD 2. Acceptable Products: a. 'Dynatrol I•XL"; Pacers Corp. (800-523-6688) b. "Dymanic'; Tremee Inc., an RPM Company (800562-2728) c. 'Vulkem 116'; Tremco, Inc. , an RPM Company (800-582-2728) d. ' Sondastic NM"; BASF Building Systems (9524985000) 2.03 ACCESSORIES D. Primer: Non -staining type, recommended by sealant manufacturer to suit application. E. Jolt Cleaner Nonarrosiveand nonstaining type, recommended by sealant manufacturer; compatible with joint forming materials. F. Joint Filer Backer Rod: ASTM C1330; round, dosed cal: polyethylene. non -gassing rod, with surface skin, sized to produce 25% compression when installed in joint. 1. Approved Manufacturers: a. 'Soft Backer Rod'; BASF Bulking Systems (952-496-6000) b. 'Sof Rod'; Nomad Inc. (800.345.7279) G "Ethafoem Rod; Dow Chemical (8004474361) G. Bone Breaks Tape: Approved Manufacturers: a. Pressure Sensitive 470 or 481 PoyeBrybne"; 3M Adhesives Coatings and Sealers Div., (800328-1887) o. Approved Substtutiae E Cleaners for Nonporous Surfaces: Provide nonstaining. chemical cleaners of type which are acceptable to manufacturers d sealants and sealant backing materials, which are not harmful to substrates and adjacent nonporous materials, and which do not leave oily residues or otherwise have a detrimental effect on sealant adhesion or in-service performance. 1. Provide cleaner conditioner required for glass and glazed surfaces as recommended by sealant manufacturer. F. Masking Tape: Provide nonstaining, nonabsorbem type compatible with joint sealants and to surfaces adjacent to joints. Part 3 EXECUTION 3.01 EXAMINATION A Examine joints indicated to receive joint sealers. with Installer present, for compliance with requirements for joint conker/Oat installation tolerances and other conditions affecting joint sealer performance. Do not proceed with Installation of joint sealers until unsatisfactory conditions have been corrected. Beginning of Installation means acceptance of all existing mndaions meting this Contrador responsible for correcting all unsatisfactory end defective work encountered at his elq)ense. 3.02 PREPARATION A Surface Cleaning of Joints: Clean on joints Immediately before nstalling joint sealers to comply with recommendations of joint seater manufacturers and the following requirements: 1. Remove all foreign material from joint substrates which could interfere with adhesion of joint sealer, Including dust; paints, except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer, rid joint sealers; oil; grease; waterproofing; water repellents; water, surface din; and frost. 2. Clean concrete, masonry, unglazed surfaces of ceramic tile and similar porous joint substrate surfaces, by brushing. grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a dean, sound substrate capable of developing optimum bond with joint sealers. Remove loose parades remaining from above cleaning operations by vacuuming or blowing out joints with oik ree compressed air. Remove leitance and form release agents from concrete. B. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer manufacturer based on pre00nsWdion joint sealer -substrate tests or prior experience. Apply primer to candy with joint seater manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not anew splage or migration onto adjoining surfaces. C. Masking Tape: Use masking ape where requked to prevent contact of sealant with adjoining surfaces which otherwise would be pernanenty stained or damaged by such contact or by leaning methods required to remove sealant smears such as masonry or EIFS materals. Remove tape immedatey after tooling without disturbing joint seal. 3.03 INSTALLATION • JOINT SEALERS A. General: Campy with join sealer manufacturers' printed installation instructions appiceble to products and applications Indicated, except where more stringent requirements apply. Surfaces and air temperature shell be greater than 30 degrees F and less than 100 degrees F. B. Joint Priming: Prime joint substrates where recommended In writing by joint sealant manufacturer, based on reconstruction jolt -sealant -substrate tests or prior experience. Apply primer to comply with joint sealant manufacturers written Instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. 1. Ensure that primer fully covers surfaces to which sealant is to adhere. 2. Apply with bristle brush. Do not flood surfaces. 3. Allow primer to dry 30 minutes minimum or as recommended by manufacturer prior to appllcabon of backing rod and sealant. C. Instal sealant beddngs of type indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths tat allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them win dry matenats. D. Install bond breaker tape beheen sealants and joint fillers. compression seals, or back of joints where adhesion of sealant to surfaces at back of joints would result in sealant latices. Bond breaker must be used In all conditions where three -sided adhesion may be possible. E. Install sealants by proven tedxliques to comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint widths That allow optimum sealant movement capability. 4. Joint Size: a. Depth of joint shall not exceed •width of joint. b. Minknum depth: ''4' c. Maximum depth: fv" F. Tooling of Nonsag Sealants: Immediacy after sealant application and before skinning or wring begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved In writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. a. Provide concave joint configuration per Figure 5A In ASTM C 1193, unless otherwise indicated. b. Provide flush joint configuration, per Figure 58 in ASTM C 1193, where indicated. G Provide recessed joint configuration. per Figure 5C in ASTM C 1193, of recess depth and at locations indicated. 1) Use masking tape to protect adjacent surfaces of recessed tooled joints. 2) All joints shell be free of air pockets, foreign embedded matter, ridges, and sags. 3.04 CURE: A. Cure sealant in compliance with manufacturer's nsbuctlons and recommendations to obtain high. early bond strength, internal cohesion strength and surface durability. 3.05 CLEANING: A. Conn off excess sealants a sealant smears adjacent 10 joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. Remove masking material immediately following sealant application. 3.06 PROTECTION: A. Protect joint sealers during and after curing period from conactwah contaminating substances or from damage resulting from construction operations or otter causes so that they are without deterioration or damage at lime of Substantial Completion. if, despite such protection, damage and deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and reseal pints with new materials to produce joint sealer installations with repaired areas indistinguishable from original work. jeil_r_ NAR16zo2c END OF SECTION R7EViEWi7 r ()R CODE COMPLIANCE APPROVED JUL 27 2018 City of Tukwila BUILDING DIVISION (---00 I 6/ 7 RECEIVED CITY OF TUKWILA JUL 1 2018 PERMIT CENTER r � 1 Z Z HAMPTON 7200 S 156TH ST. TUKWILA, WA 98188 N I. o 0 M r ISSUE DATE: SECTION 091130 - PAINTING Part 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior painting. B. Related Sections: 1. Section 092000 • Stucco 2. Section 072400 - Flashing 3. Section 07 92 00 -Joint Sealants 1.02 SYSTEM DESCRIPTION Work shall include the painting of existing and new Stucco 1.03 SUBMITTALS 1. Submit Manufacturer's data indicating paint is compatible for uses indicated on this project. 1.05 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized In painting projects similar in material. design. and extent to those indicated for this Project and whose work has resulted in projects with satisfactory paint system performance after installation/application. B. Source Limitations: Obtain through one source from a single manufacturer. C. PJI mated/de shall be verified by this Contractor to be compatible with adjacent materiels and with the surface to which It is being appied. 1.06 DELIVERY, STORAGE. AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels Indicating manufacturer, product name and designation, color, expiration date, pot life, curing Ome, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture. high or low temperatures, contaminants, or other causes. 1.07 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of paint under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by paint manufacturer or are below 40 degrees F. or above 100 degrees F. 2. When substrates are wet. 1.08 WARRANTY A Special Warranty: 1. Submd two copies of standard written guarantee from manufacturer. Contractor shall wanan: workmanship for one year subsequent to substantial completion. Part 2 PRODUCTS 2.01 MANUFACTURERS A Products shah be provided only by those manufacturers whose products are compatible with Stucco systems. B. Basis of Design is Benjamin Moore. Products/colors to be selected from Hampton Inn "Forever Young Initiative" by Owner. Part 3 EXECUTION 3.01 INSPECTION/APPLICATION A. Contractor shall inspect surfaces subsequent to cleaning to verify that they are suitable for paint application B. Paint products shall be applied per manufacturers recommendations using brush or roller. Contractor shall apply one coal of pdmer and two coats of finish paint, allowing each to dry propedy prior to application of subsequent coat C. Contractor shall dean protect existing conditions. Contractor shall clean all spills, drips etc. Contractor shall remove and appropriately dispose of paint cans, tarps, rollers, etc. D. Contractor shall supply Owner with information for each paint type and color used to enable matching for future painting. END OF SECTION EXPO 0-0 let7 MAR 162020 RLViEv+ZD FOR CODE COMPLIANCE APPROVED {{ JUL 2" 2016 City of Tukwila BUILDING DIVISIO111 RECEIVED CITY OF TUKWILA JUL 19 2016 PERMIT CENTER Z Z 0 F- a_ QE 2 CO CO CO 0' 7200S I56TH ST. TUKWILA WA CO O N SSUE DATE: @D (L© T/PARAPET J. 44'-8" T/ROOF FOURTH F125CEY THIRD FLOOR c, 17'-0" SECOND - FLGC� GROUND FLOOR C1 South Elevation 1/8 1 0 T/PARAPET 44'-8" T/ROOF 34'-4" FOURTH FLOOR . 25'-6" THIRD FLOOR ` 17'-0" l- SECOND FLOOR 8'-6" GROUND FLOOR 0'-0„ ;- West Elevation 43 .' $.43 , S.44 Paza IONE 11 'I III 3 II i 1':1: CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Coun Sugar Land, Texas 77478 713.779.7252 1800.422.7252 e-mail: sca@scaengineers.com www.scaengineets.com Dallas, Texas 214.557.5298 Louisville, Kentucky 502.426.67891 Orlando, Florida 407.883.6200 1 5 43 ill II, IIj Illji ` pi( ' III q1i ql: 1p 11t; II I I I11 1II I'111 II III 1. II 1' 11 i t IIu 1 1/8" = 1'-0" D 19(q7 T/PARAPET 42'-4" r` EXPIILEP MAR 1112020 REVIEWED FOR ~' CODE COMPLIANCE APPROVED (! JUL 27 201R I City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER Z Z HAMPTON 7200 S 156TH ST TUKWILA, WA 98188 N ■ CV r ISSUE DATE:07/13/2018 6008162-43 @ 24" W/600T125-54 CONT. BOTT. 4 11 li SECTION OSECTION 3/4" = 1'-0" CO \ GA. 4X4 BENT PL. 1 3 1/2" DIETRICH FASTCLIP OR EQUAL W/ (2) 0.177X1" P.A.F. INTO CONCRETE & (2) FASTCLIP SCREWS INTO STUDS 362S162-43 @ 24" O.C. 31/2" DIETRICH FASTCLIP OR EQUAL W/ (2) 0.177X1" P.A.F. INTO CONCRETE & (2) FASTCLIP SCREWS INTO STUDS I 362S162-43 @ 24" O.C. (3) #12 SCREWS TYP. U.N.O. 3625162.43 CONT. @ 10'-0" MAX. ALONG HEIGHT SCREWS EA. STUDS (2) 0.177X1" EMBED INTO CONCRETE @ 16" O.C. 3625162-43 CONT. 1 O'-O" MAX. ALONG HEIGHT SCREWS EA. STUDS 362T125-54 EA .END EXISTING CHANNEL TO REMAIN Tr- 1L 9, O SECTION 3/4 =1 0' STAIRWELL BEYOND L3X3X1/4 CONT. 2" STD. PIPE - 1 1 (2) 0.177"X1" EMBED INTO - CONCRETE © 16" O.C. - 1 TM -Ju 7- 2-2 1/2" • • • • • • PROVIDE 600S162-43 VERT. —J.-- STUD © 16" O.C. OSECTION 3/4" = 11-0" Q. 11r _r SEE SECTION A ON 1/S.43 18 GA. 4X4 BENT PL. (3) #12 SCREWS TYP. U.N.O. 6005162-43 @ 24" O.C. W/ 600T125-54 CONT. BOTTOM 362T162-43 CONT. (T&B) 362S162-43 @ 16" O.C. PROVIDE #12 SCREWS @ 12" O.C. IN 6" STUD 600T162-43 CONT. 6005162-54 CONT. W/ (2) 0.177"X 1" EMBED INTO CONCRETE @16"O.C. 600S162-43 @ 16" O.C. W/ 600T125-54 EA. END 18 GA. 4X4 BENT PL. (4) #12 SCREWS EA. END 6005162-43 BRACE @ 16" O.C. y 3rd FLOOR (3) #12 SCREWS TYP. U.N.O. 362S162-43@ 16" 0.0 O SECTION 3/4" = 1 0' (2) 0.177"X1" EMBED INTO CONCRETE @ 16" O.C. 362T125-54 @ EA. END TYP. 14 GA. DIETRICH UNI-CLIP OR EQUAL W/ (2) 0.177"x1" EMBED IN CONCRETE AND (4) # 12 SCREWS INTO EA. STUD OSECTION 4 3/4" = 1'4" CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES. INC 12511 Emily Court Sugar Land. Texas 77478 713.779.7252 I 800.422.7252 e-mail: sca@scaenginem.com www.scaengineers.com Dallas, Texas 214557.5298 Louisville. Kentucky 502.426.67891 Orlando, Florida 407.883.6200 14 GA. DIETRICH UNI-CLIP OR EQUAL W/ (2) 0.17T'x1" EMBED IN CONCRETE AND (4) # 12 SCREWS INTO EA. STUD 6005162-43 © 16" O.C. W/600T125-54 EA. END 18 GA. 4X4 BENT PL. 2RD FLOOR (4) #12 SCREWS EA. END 6005162-43 BRACE @ 16'0.C. PROVIDE 6005162-13 VERT. STUD (d116" 0.C. JUL 272018 18 GA. 4X4 BENT PL. EXPIRE NAR 162070 FicVIEW�D FOR CODE COMPLIANCE APPROVED Ci • ty of Tukwila 362S162-43@ 16" O.C. BUILDING DIVISION J 3RD/4TH FLOOR 3625162-43 BRACE @ 32" O.C. CANOPY BEYOND 18 GA. 4X4 BENT PL. RECEIVED CITY OF TUKWILA JUL 1921118 PERMIT CENTER J 2RD FLOOR b 8-01c17 r ti ISSUE DATE:07/13/2018 6005162.43 BRACE @ 32" O.C. 6005162-43 @ 24" O.C. (TYP.) (2) 0.17T'X1" EMBED INTO CONCRETE @ 16" O.C. SECTION O3/4=10 14 GA. DIETRICH UNI-CLIP OR EQUAL WI (2) 0.1771 x1 EMBED IN CONCRETE CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES. INC. 12511 Emily Conn Sugar Land. Texas 77478 713.779.7252 1800. 722.7252 e-mail: sca@seaengineas.com www.scaengineers.com Dallas, Texas 214.5575298 Louisville. Kentucky 502.426.67891 Orlando, Florida 407.883.6200 18 GA. 4X4 BENT PL. T/PARAPET (3) #12 SCREWS TYP. U.N.O. 6005162-43 @ 24" O.C. W/ 600T125-54 CONT. BOTTOM EX2IRE MAR 16 2020 REV EVt_D FOR CODE COMPLIANCE APPROVED JUL 2" 2018 City of Tukwila BUILDING DIVISION 6005162-43 @ 16" O.C. W! 600T125-54 EA. END 18 GA. 4X4 BENT PL. (4) #12 SCREWS 600S162-43 BRACE © 16' O.C. 3rd FLOOR 7'— — RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER 111 CO co r DD Z Z D I— Z (1 0 = CO CL Lr) QO O = N V / Q wo oa Z 0° _Z F. o U� L1.1 V ! z 'sr icr ch. r ti r ISSUE DATE:07/13/2018 r rICV O i EXISTING COLUMN EXISTING COLUMN i PROVIDE 114"X4" BEVEL WELD EA. SIDE OF HSS10X6 TO EXISTING WIDE FLANGE BELOW EXISTING BEAM 0 0 su X 0 NEW ADHERED ROOF OVER RIGID INSUL AND MODIFIED METAL ---- * _— DEC K PROVIDE 114"X4" BEVEL WELD EA. SIDE OF - HSS10X6 TO EXISTING WIDE FLANGE BELOW EXISTING BEAM EXISTING COLUMN HSS1OX6X1/4 LLV HSS3X2X1/4 LLV HSS10X6X1/4 LLV 301-0" It EXISTING COLUMN CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIAT ES. IN C. 12511 Emily Coun Sugar Land, Texas 77478 713.779.7252 1800.422.7252 e-mail: sca@scacngineers.com www.scaengineers.com Dallas. Texas 214.5575298 Louisville. Kentucky 502.426.67891 Orlando, Florida 407.883.6200 EXHRED MAR 16 MP REVIEIN3D FOR CODE COMPLIANCE APPROVED JU1. 27 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER CO CO r 0 CO 4 J Z ZD Z(1) 0= ^� Co 2 co Q O T O ..L ti PORTE C0CHERE & ENTRY Z 0 0 LL.1.. V / Z 0 0 w z ISSUE DATE:07/13/2018 Porte Cochere 1/4„ _ 1'_0" bt 8aaOf47 10:10:36 AM CO HOLLY EXIST. UTIL. VAULTS EXIST. UTIL. CABINETS EXIST. SIGNAL POLE 18" PINE 18" PINE 18" PINE 9' HIGH CONCRETE 15" BLOCK RET. WALL PINE 15" PINE 14" SWEETGUM i 18" PINE 17" PINE 18" PINE 20" PINE S. 156TH ST. 14" SWEETGUM (TYP. ALONG S 156TH ST.) LEGEND: EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED, INCLUDING STUMP WHERE FEASIBLE EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEREOUS TREE TO BE REMOVED, INCLUDING STUMP WHERE FEASIBLE VINE MAPLE (MULTI —STEM) TRANSFORMER 6' WOOD FENCE 15" PINE ( cfri pi8- MAR 16 2D2g COY_ APWititAi D in 2 7 2018 City of Tukwila LBUILDING DI IStON A?211:1 ri noes ear t3F rn"' V OUt 8OUt ^T';t• fit` ;:,pninP i 2,Le • cz Q('77 10 20 40 1" = 20' 60 Melvin R. Easter - RLA, ASLA Issue Dates Rev. Date Desc. 1 07/18/2018 07/25/2018 TREE REMOVAL & LANDSCAPE MODIF. PERMIT RESPONSE TO CITY COMMENTS nn Renovation C W 0 1n 4 ctp Eto of CU o Sc 0 n 13 0 1- CO CO 5 oW x g+ e ZuJ dN Z 00 �z 'Q O N yLL q w ce -00 j w 1- N 0cEipzzU W D Oz&56 8� PROJECT #: LA1813 FILE NAME: LA1813-L1 DRAWN BY: LP SITE PLAN LI TREE REMOVAL PERMIT SET r. to- irc -.a Co 18" 6" PINE HOLLY EXIST. UTIL. VAULTS EXIST. UTIL. CABINETS EXIST. SIGNAL POLE 18" PINE 18" PINE 9' HIGH CONCRETE BLOCK RET. WALL 15" PINE CONTINUE EXIST>€> PLANTING LAYOUT, MATCH PLANT SPECIES AND RIETY 18" PINE 15" PINE 17" PINE 18" PINE - PROVIDE 5' DIA. BARK MULCH CIRCLE AROUND TREE 20" .PINE • YUCCA SHRUBS REMOVE MULCH, FINE GRADE AND RESEED LAWN \\ V \ i COCHEI NO PROPOSED TREE JMENT HIS ISLAND DUE TO NARROW DIMENSION AND TO AVOID OESTRUC-ING P..RKING LOT UGH' REMOVE MULCH, FINE GRADE, AND RESEED LAWN INSTALL NEW PLANTER ISLAND 1. SAWCUT EXISTING PAVEMENT FOR REMOVAL 2. INSTALL 6" EXTRUDED CONCRETE CURB - REFER TO DETAIL 4/L3. 3. EXCAVATE EXISTING SOIL & REPLACE w/ IMPORTED SOIL PER LANDSCAPE NOTE 11. 4. INSTALL IRRIGATION PER LANDSCAPE NOTE 6. S. 156TH ST. NO PROPOSED TREE THIS ISLAND DUE TO NARROW DIMENSION 11" SWEETGUM SHRUBS SHRUBS NO PROPOSED TREE THIS ISLAND TO AVOID OBSTRUCTING PARKING LOT LIGHT 14" SWEETGUM (TYP. ALONG S 156TH ST.) SHRUBS SIGN LP 6" this' PALM 119 AD? Jo \gay. i00//� H SHRUBS = five- rio -(-41a„ VP/L-1,-64 �-Aa j PLANT LEGEND: SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE SPACING G 10 10 33 TREES NYSSA SYLVATICA 'HAYMANRED' CORNUS 'EDDIES WHITE WONDER' SHRUBS BERBERIS SP. (MATCH EXIST.) EUONYMUS SP. (MATCH EXIST.) ESCALLONIA 'COMPAKTA' VIBURNUM DAVIDII GROUNDCOVER GERANIUM X CANTABRIGIENSE 'KARMINA' 40 LITHODORA DIFFUSA 'GRACE WARD' 1000 SF LAWN (SEED OR SOD) RED RAGE TUPELO 2.5" CAL AS SHOWN EDDIES WHITE WONDER DOGWOOD 2,5" CAL. BARBERRY (PURPLE LEAF) EUONYMUS (GOLD LEAF) COMPACT ESCALLONIA DAVID'S VIBURNUM KARMINA HARDY CRANESBILL GRACE WARD LTTHODORA AS SHOWN 5 GAL. 4' 0.C. 5 GAL. 3' O.C. 5 GAL. 3' 0.C. 5 GAL. 3' 0.C. 1 GAL 18" 0.C. 1 GAL 24" 0.C. VINE MAPLE (MULTI -STEM) SIGN MAINT. BLDG & DUMPSTER ENCLOSURE TRANSFORMER 6' WOOD FENCE NOTE: SEE SHEET L3 FOR LANDSCAPE DETAILS AND NOTES. 15" PINE LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF AU. SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 2. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTIUTIE& DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 3. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 4. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 5. FINISH GRADE OF MULCHED LANDSCAPE AREAS SHALL BE GRADED TO 1/2" MAX. BELOW CONCRETE OR OTHER PAVED SURFACES. 6. ALL PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. MODIFY EXISTING SYSTEM AS REQUIRED. COORDINATE WITH OWNER RE. EXISTING SYSTEM CONFIGURATION, CONDITION, AND OPERATION. PROVIDE SUPPLEMENTAL HAND WATERING IF REQUIRED. CONTACT THE CITY PLANNING DEPARTMENT WHEN IRRIGATION IMPROVEMENTS ARE COMPLETE FOR AN INSPECTION PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 7. ALL NEW TREES AND LANDSCAPE AREAS ARE TO BE MAINTAINED BY A LICENSED PROFESSIONAL LANDSCAPE MAINTENANCE COMPANY FOLLOWING HORTICULTURAL INDUSTRY BEST PRACTICES. 8. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FROM FINAL ACCEPTANCE OF PLANTING INSTALLATION. 9. ALL AREAS LEFT UNPLANTED SHALL BE DRESSED WITH 3" DEPTH BARK MULCH. 10. BARK MULCH SHALL BE MEDIUM BARK MULCH CONSISTING OF DOUGLAS FIR, PINE, OR HEMLOCK BARK. IT SHALL BE GROUND SO THAT ON A LOOSE VOLUME BASIS, A MINIMUM OF 95% PASSES A 2-INCH SIEVE AND NO MORE THAN 30 PERCENT PASSES A NO. 4 SIEVE. THE BARK MULCH SHALL NOT CONTAIN SALTS, RESIN, TANNIN, OR ANY OTHER DELETERIOUS MATERIAL IN QUANTITIES THAT WOULD BE DETRIMENTAL TO PLANT UFE. 11. PLANTS TO BE INSTALLED IN EXISTING PLANTING BEDS MAY BE PIT PLANTED IN NATIVE SOIL IF AT LEAST 12 INCHES DEEP AND NOT DEEMED UNSUITABLE FOR VIGOROUS, HEALTHY, SUSTAINED PLANT GROWTH. CONTRACTOR SHALL AMEND NATIVE SOILS, ADO IMPORT TOPSOIL, OR REPLACE NATIVE SOIL WITH IMPORT TOPSOIL AS NEEDED TO PROVIDE A SUITABLE PLANTING BED. IMPORT TOPSOIL SHALL BE 8" MIN COMPACTED DEPTH. FIRST 2" LIFT SHALL BE INCORPORATED INTO EXISTING SUBSOIL TO A 4" MIN. DEPTH. 12. IMPORT TOPSOIL SHALL CONSIST OF APPROX. 33-50% COMPOST AND 50-65% SAND OR SAND FOLLOWING SPECIFICATIONS: ORGANIC MATTER (DRY WEIGHT): CONDUCTIVITY (MMHS/CM): pH: CEC: USDA TEXTURE: WAC METALS: 15-20% <3 6.0-7.5 >10 meg/100g SANDY LOAM PASS (CEDAR GROVE 3-WAY TOPSOIL 15 AN APPROVED PRODUCT MEETING THIS SPEC. MAR 16 2OV 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING TREES DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL NOT STACK SUPPLIES OR PARK CONSTRUCTION VEHICLES ON TREE ROOT AREAS. F01.)1E • • APPRCiv r: s i 1 City Of'Tukwila ( i3UILDING DIVISION1 //i7A.'" 0 10 20 40 60 1" = 20' 0 0)) § 0 L C N c' m E E co 2 m p NU a) No3 h N d c MS8vT RICORI�33 Phone: 206.204.0507 Issue Dates Rev. Date Desc. 1 07/18/2018 07/25/2018 TREE REMOVAL & LANDSCAPE MODIF. PERMIT RESPONSE TO CITY COMMENTS co 0 0 D co 5 w x o0 op 12+ 0 0 �z a 00 x 0 r c C co o (73 ECZ 0 Ica O Y P.1113 PROJECT #: LA1813 FILE NAME: LA1813-L2 DRAWN BY: LP PROPOSED TREE REPLACEMENT PLAN L2 TREE REMOVAL PERMIT SET U J J L:\Projects\LA18-13 Hampton Inn Renovation-Tukwila104 - Construction Documents\LA1813 - L2&L3.dwg, L3, 7/25/2018 10:15:54 AM at t LLy' 1, lR �. orir ' t EXISTING 'r' SUBGRADE V NOTES' 1. EE STAK P EVEN - WEN INTO E. PLAC FOR Lt:; WIN S. 2. PLANT TREE 2' HIGHER THAN ADJACENT GRADE ti o s\(-j B�FOOT X 2" DIAMETER WOOD STAKESS EQUAL REMOVE TWINE AND CORD FROM TREE TRUNK 3" DLPIH MEDIUM BARK MULCH 4 WATERING BASIN SURROUNDING TREE I IN 541 GRAJF.... PULL BURLAP OFF TQFQ1V2i3IFF ROOTBALL PLANTING BACKFILL MIX (PIT PLANTING) OR TOPSOIL SCARIFY PLANTING PIT WALLS - SLOPE WALL 1:3 SET ROOTBALL ON MOUND OF UNDISTURBED BASE DECIDUOUS TREE PLANTING SCALE: 1 /2" = 1'-0" CP ;11:,1111.1.11 11111 Mrvq Yi WUPrb, 1 w1ng1-11=11=I=i=1a1 -y:-=illll�M=11=MI1=11�-p BARE ROOT I REE IN TYPICAL PARKJNG LOT ISLAND NOTE: PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. 3" DEPTH MEDIUM BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVEIBURLAP FROM F ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN PLANTS. PRIOR . ! ( TO BACKF1LLING PLANTING BACKFILL MIX (PIT PLANTING) OR TOPSOIL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF UNDISTURBED SOIL SHRUB PLANTING SCALE: 1/2" = 1'-0" "1"tritt"4414"4"r 11=LL=m=i l -_ . � r__I � _. I I-i � :- _-11._ I, I I I l =ITI TT l l '� nL�l GROUNDCOVER PLANT. SEE PLANT UST 3 DEPTH MEDIUM BARK MULCH TOPSOIL DEPTH AND TYPE AS SPECIFIED EXISTING SUBGRADE GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT UST (TYPICAL) EDGE OF PLANTER GROUNDCOVER PLANTING SCALE: 1 /2" = 1'-0" Future mac, Winch. or building • r • E-- Cnt:cal root zone Minimum rool prune 'Cnpl;ne• No entry. even tor Storage EXISTING ASPHALy PAVEMENT 1' (TRUDED CURB - TYPICAL SECTION .T.1/1cE, 9'PIlS �AML co(- EY:PIT:RE MAR 16 2020 ICR. 1COD1� .I WCE �,Ph'(1i,�arD i I P:42, 2Q1(1 I City CTi Tukwila tUMLD. LNG L�NLS;ONJ vm/_. b(8Oi'ti land entitlement Melvin R. Easter- RLA, ASLA J 0 N c m O c m n a N O ?i 0 N m Ny 'N ' E CD 0 mw a Issue Dates Rev. Date Desc. 1 07/18/2018 TREE REMOVAL & LANDSCAPE MODIF. PERMIT 07/25/2018 RESPONSE TO CITY COMMENTS nn Renovation 0 W _ O tx 5 0 n 0 Z oo Fla Q E co O N Z O U • W 0 O LU CI) Ce O 1- Z • 1- Y• o a= 0 PROJECT #: LA1813 FILE NAME: LA1813-L3 DRAWN BY: LP LANDSCAPE DETAILS & NOTES L3 TREE REMOVAL PERMIT SET