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HomeMy WebLinkAboutPermit D17-0050 - CASCADE VIEW ELEMENTARY - REROOFCASCADE VIEW ELEMENTARY - REROOF 13601 32ND AVE S D17-0050 Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7346600024 Permit Number: 13601 32ND AVE S Issue Date: Permit Expires On: CASCADE VIEW ELEMENTARY - REROOF D17-0050 8/10/2017 2/6/2018 Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUKWILA, WA, 98168 Contact Person: Name: ALEXANDER CLARK AIA Address: 105 SOUTH MAIN ST #323 , SEATTLE, WA, 98116 Contractor: Name: KASSEL & ASSOCIATES INC Address: 7126 180TH AVE NE STE C103, REDMOND, WA, 98052 License No: KASSEAI9140M Lender: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST, TUKWILA, WA, 98168 Phone: (206) 624-4222 Phone: (425) 828-0238 Expiration Date: 9/28/2017 DESCRIPTION OF WORK: REROOF OF 3 TAB SHINGLES AND OVERLAY OF SINGLE MEMBRANE LOW SLOPES. BUILDINGS A, B C, D & E Project Valuation: $476,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Y,ES Type of Construction: VA Electrical Service Provided by: TUKWILA Fees Collected: $8,318.87 Occupancy per IBC: E Water District: 125 Sewer District: NONE,VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: rv,17 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 p; I ' and agr'e !• conditions attached to this permit. Signature: Print Name: jl�epr (%�I ,ptpr Date: vtho/- 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: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 0 0 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0103 PRE-REROOF 0401 ROOF SHEATHING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.TukwilaWA.gov Building Permit No. ° by -7 _Oos-o Project No. Date Application Accepted: Date Application Expires: 61-10-17 (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.: 1(D 2.104-C1 O 3S Site Address: I ( 'ZNt AVE 'S. Tenant Name: — VIEW azmet xr1 PROPERTY OWNER Name: Kw lc.�..1.L�L'D+sTelcr Address: 462 4 o S. i 44.4-)..1 . CityT0 KW ! Lo.State: 1 r�lA Zip: q b 1 Lob CONTACT PERSON — person receiving all project communication Name: -EFF FEEt tv`i , r42 I kMS -DR . .L721 -1-4•A !' .R1r" i TSD 1 Address: 94:14.C��.0M11,1is. ST. Sv-1 #.4o0 City: State: State: WA Zip:ceSo , Phone: 34.0 392..3Fax: Address: 1 os ,s. Email: E FFF NSY Q KMS- Arzkt rT1cGCS . GUM Et 2 1 AO Toievu lc,p. •Wet, tAET E.1. GENERAL CONTRACTOR INFORMATION Company Name: (7.1.)11C ..B(D) Address: Architect Name: City: State: Address: 1 os ,s. Zip: Phone: Fax: State: wik Zip:9amo4- Phone: 2xo . ec24 . 4t22 Contr Reg No.: Exp Date: >•1CreiS • G,,t4\ Tukwila Business License No.: Phone: Fax: H:\Applications\Forns-Applications On Line \201I Applications\Perntit Application Revised - 8-9-11.docx Revised: August 2011 bh Suite Number: Floor: New Tenant: ❑ Yes lvo ARCHITECT OF RECORD Company Name: AClC1�'ts Architect Name: 01...4.0' Address: 1 os ,s. 32 City:.1..C,.R.Fs State: wik Zip:9amo4- Phone: 2xo . ec24 . 4t22 Fax: lac . 444.. 4Z'z .42 Email: k.EAc°•gu..0 >•1CreiS • G,,t4\ ENGINEER OF RECORD Name: e ; 4 Company Name: � G 6 Gc.ise SW- ) Engineer Name: I q car City: �V l Lrr� Address: State: , Zip: q u l fa City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: e ; 4 �0L -.1 �1,,s' Address: to 40 I q car City: �V l Lrr� State: , Zip: q u l fa tea: 1>e.1 /lart fi44-3441 Page 1 of 4 BUILDING PERMIT IINFORMAT — 206-431-3670 Valuation of Project (contractor's bid price): $ '/74. % Describe the scope of work (please provide detailed information): f "TA-( 06-1-0- Q Existing Building Valuation: $ 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 Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\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 1st Floor 2nd Floor — 3rd Floor — Floors thru Basement Accessory Structure* Attached Garage Detached Garage — Attached Carport I Detached Carport Covered Deck Uncovered Deck Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION = 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. 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") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 If WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer Monthly Service Billing to: Name: ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Focros.Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-I l.docx Revised: August 2011 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 RE. AND ° INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L F WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH Signature: Date: LO Print Name:�t 1�"' -``� _� Day Telephone: VO(0 ' j Z474— Mailing 474—Mailing Address: f 0 5 C , WLi474/ 52 ?j (,,¢ I�l I✓7 State Zip H:\Applications\Fnrms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh City Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number PermitTRAK D17-0050 DESCRIPTIONS ACCOUNT I QUANTITY PAID $67.83 Address: 13601 32ND AVE S Apn: 7346600024 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R12354 R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Wednesday, September 20, 2017 Paid By: KASSEL & ASSOCIATES INC Pay Method: CHECK 2009 Printed: Wednesday, September 20, 2017 8:21 1 of 1 AM CIRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $5,197.73 D17-0050 Address: 13601 32ND AVE S Apn: 7346600024 $5,197.73 Credit Card Fee $151.39 Credit Card Fee R000.369.908.00.00 0.00 $151.39 DEVELOPMENT $4,806.25 PERMIT FEE R000.322.100.00.00 0.00 $4,801.75 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $240.09 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12086 R000.322.900.04.00 0.00 $240.09 $5,197.73 Date Paid: Thursday, August 10, 2017 Paid By: MATTHEW A VERNON Pay Method: CREDIT CARD 110104 Printed: Thursday, August 10, 2017 9:44 AM 1 of 1 cRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS• PermitTRAK ACCOUNT QUANTITY PAID $14,982.38 D17-0049 Address: 13601 32ND AVE S Apn: 7346600024 .$11,861.24 DEVELOPMENT $11,861.24 PLAN CHECK FEE R000.345.830.00.00 0.00 $8,786.10 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $3,075.14 D17-0050 Address: 1360132ND AVE S Apn: 7346600024 $3,121.14 DEVELOPMENT $3,121.14 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11060 R000.345.830.00.00 0.00 $3,121.14 ,$14,982.38 Date Paid: Friday, March 10, 2017 Paid By: TUKWILA SCHOOL DISTRICT Pay Method: CHECK 94770 Printed: Friday, March 10, 2017 3:58 PM 1 of 1 e�SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-36 Project: Type of Inspection: U i< Address: / 0/ 300 /9 Date Called: e,/4- f_.rrd,eipr- Roc) le' Special Instructions:Date Wanted: //,---/ , --/ 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: U i< 5' -T iC" . e,/4- f_.rrd,eipr- Roc) le' ,NV1-4- 47K 160 i L .in'6i7 1.—.. Inspector: Date: /7174/7 /7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-,3670 Permit Inspection Request Line (206) 438-9350 .bO P/rQJ/*,,ct: ry� 06:&4) p�,�qj TyppQe of Inspection: Address: /3650 / :4- App Date Called: Special Instructions: Date Wanted l/ / `� (.a.m.. m. Requeste . Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: TA Ok - P,e.<ice' j0 /1$I,4/- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Malarkey Roofing Products® LRSIjpN® FEATURING, 114ehrial0 CUlijNJ$1051CR3M RECEIVED "1/ e CITY OF TUKWILA MAR FLEXORTM POLYMER MODIFIED 10 2017 3 -TAB SHINGLES PERMIT CENTER GIFEH-- C13 • pew., A 4;,..te• - 4 -•• .g , 1Y1* 4 : : S. • - % • - • .• • EVIEINEtrff CODE COMPLIANC APPROVED MAR 28 2017 City of Tukwila BUILDING DIVISION DrATTOUTED FROM: VCR TLAND. OR • C OKLAHOMA CiTY. OK . -11% ,44•41441,.. r �.O LRsIjpN®rchQ FLEXOR' POLYMER MODIFIED ASPHALT FL.E><OR' Asphalt technology increases flexibility, granule adhesion, and impact resistance. * `Fero-.. " i`i- '``SCOTCHGARD'a F Sc Uar PROTECT OR:Sco.HELP PREVENT T BLACK I .�Ii:ASTREAKS Helps maintain the aesthetic appearance of your roof. I, Includes a 20 -year warranty. j I..•S yrs.€4j t tyV1C I. SUPERIOR SHINGLE STRENGTH Shingles with Flexor"' polymer modified asphalt are more resistant to tearing and nail pull-out, reducing the risk of shingle blow -off. PROTECT FROM EXTREME WEATHER Class 4 impact resistance offers your roof the highest rated protection available. RETAIN COLOR GRANULES i Superior granule adhesion provides your roof lasting beauty and protection from damaging solar rays. FLEXIBLE IN ALL • ▪ WEATHER Asphalt technology provides flexibility for application in a wider range of climates and roof styles. ** SEAL TO ROOF Specially formulated asphalt sealant holds the shingle in place during high winds. WIND WARRANTIES 110 mph (177 kph) Limited Wind Warranty included. Eligible for a 130 mph (209 kph) Enhanced Wind Warranty when conditions are met. WEATHERED WOOD FEATURING • Limited Lifetime Shingle Warranty • 10 -year Right Start'" Warranty DISCLAIMER: Sample pieces or photographs of shingles may not accurately represent the true color or variations of color blends that will appear on the roof. Before installation, five or six shingles should be laid out and reviewed for conformity to desired color level. If color levels are unsatisfactory, advise your dealer before proceeding with installation. Colors and specifications subject to change without notice. Shingle colors not available in all regions. limited warranties carry terms and conditions. Please contact your local Malarkey representative for color availability and further information. See Malarkey's Shingle and Accessory Warranty for details. Intertek • For complete limited lifetime Warranty details, reference Malarkey's Shingle and Accessory Warranty. 'Malarkey shingles featuring Scotchgard°' Protector must be installed with EZ -Ridge" (8", 10") orRidgeFtex" (10 ", 12) hip and ridge products, which feature Scotchgard" Protector, to receive Malarkey's full 20 -year Algae Resistant Shingle warranty. The Alaskan° featuring Scotchgard" Protector can be substituted as hip and ridge shingles, in conjunction with Malarkey shingles featuring Scotchgard"' Protector, to receive the full Malarkey 20 -year Algae Resistant Shingle warranty. Scotchganl and the Scotchgard logo, Including the 3M logo, are all trademarks of 3M. "Shingles come with a 110 mph (177 kph) limited Wind Warranty. Eligible fora 130 mph (209 kph) Enhanced Wind Warranty when Smart Start" starter shingles are installed, shingles are 6 -nailed, and either EZ -Ridge" (8", 10) ar RidgeFlex'" (10", 12") hip and ridge shingles am used. Some contractors adapt roofing shingles to use as hip aap ridge shingles. Use of The Alaskan.' as a flip and ridge shingle will apply towards the Enhanced Wind Warranty. Dura•Seaf" shinglridsed for hip andVte w tit qualify me d an Enhanced Wind Warranty. Malarkey performance -driven underiayments — Arctic Seal', Right Starr' UDL, or SetureStart" — are' recommended for added system protection. �t +fe This version supersedes all previous versions. Rev. 7/16 TEST COMPLIANCE • ASTM D7158 Class H • ASTM D3161 Class F • ASTM E108 Class A Fire Rating • CSA A123.5 • FBC Approval - #14809 cpw • ASTM D3462 • ASTM D3018 Type I • UL 2218 Class 4 • ICC Approval - ESR -3150 GREENCIRCLE CERTIFIED MANUFACTURING FACILITY Malarkey [Roofing Products® Defining Excellence:"" P.O. BOX 17217, PORTLAND, OR 97217 503.283.1191 18 0.545.1191 I FAX: 503.289.7644 ! M WWW.ALARKEYROOFING.COM �p y � 4001, PRODUCT DATA SHEET SIKAPLAN° FASTENED ENERGYSMART ROOF® MEMBRANE 45 60 �` FELTBACK Grgam+sa Sikaplan Fastened EnergySmart Roof Membrane is a highly reflective, thermoplastic PVC membrane, with polyester scrim reinforcement offered in 45 mil and 60 mil thicknesses. It is also available in 60 mil feltback which is manufactured with a recycled felt backing. PRODUCT INFORMATION USES Sikaplan Fastened EnergySmart Roof Membrane is mechanically fastened using various attachment components over approved substrates. AREAS OF APPLICATION • In -seam disc systems • In -seam batten, double -weld systems • RhinoBond® systems • New construction and reroofing FEATURES / BENEFITS • Excellent tear strength resistance • Heat welded seams for strength and security TESTS STANDARDS / APPROVALS • FM Global • Underwriters Laboratories • Underwriters Laboratories of Canada • Miami -Dade County • Florida Building Code • California Title 24 • USGBC LEED • Green Globes 1/4 11-09-16 Version #8 PRODUCT DATA COMPOSITION Thermoplastic PVC membrane containing ultraviolet light stabilizers, flame retardant and polyester scrim reinforcement with a unique lacquer coating on the top surface. COLOR Top: White, Reflective Gray, and Tan Bottom: Dark Gray PACKAGING • 45 mil (1.2 mm) Membrane (White Only) Bareback: 10 ft x 150 ft (3 m x 45 m) roll, 418 lbs (189 kg) per roll, 8 rolls per pallet 5 ft x 150 ft (1.5 m x 45 m) roll, 209 lbs (95 kg) per roll, 12 rolls per pallet • 60 mil (1.5 mm) Membrane Bareback: 10 ft x 100 ft (3 m x 30 m) roll, 348 lbs (158 kg) per roll, 8 rolls per pallet 5 ft x 100 ft (1.5 m x 30 m) roll, 174 lbs (79 kg) per roll, 12 rolls per pallet Feltback: 10 ft x 100 ft (3 m x 30 m) feltback roll, 401 lbs (182 kg) per roll, 9 rolls per pallet STORAGE STORAGE CONDITIONS Store rolls on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. TECHNICAL DATA TYPICAL PHYSICAL PROPERTIES* Properties ASTM Test Method ASTM Type III D-4434 Spec. Requirement Typical Results Reinforcing Material -- -- Polyester Polyester Nominal Thickness, mil D751 45 45 60 Thickness Over Scrim, mil -- 16 20 24 Felt Weight, oz/yd2 (feltback membrane only) -- -- 9 9 Breaking Strength M.D.1, lbf (N) D751 200 (890) 230 (1023) 303 (1348) Elongation at Break, % M. D.' & % C.M.D.1 D751 15 & 15 20 & 20 20 & 20 Seam Strength, % of original2 D751 75 Pass Pass Retention of Properties After Heat Aging D3045 -- -- -- Tensile Strength, % of original D751 90 Pass Pass Elongation, % of original D751 90 Pass Pass Tearing Resistance, lbf (N) D751 45 (200) 45 (200) 45 (200) Low Temperature Bend, -40°F (-40°C) D2136 Pass Pass Pass Accelerated Weathering Test (Florescent Light UV exposure) G154 5,000 Hours 10,000 Hours 10,000 Hours Cracking (7x magnification) -- None None None Discoloration (by observation) -- Negligible Negligible Negligible Product Data Sheet 4kapidn Fastened EnergySmart 11-01-16, 4EI6SION PS 2/4 North Amere, Membrane BUILDING TRUST Crazing (7x magnification) -- None None None Linear Dimensional Change, % D1204 0.5% max. 0.31 0.24 Weight Change After Immersion in Water, % D570 ± 3.0% max. 2.9 2.5 Static Puncture Resistance, lbf (kg) D5602 33 (15) Pass Pass Dynamic Puncture Resistance, ft-lbf (J) D5635 14.7 (20) Pass Pass Recycled Content -- -- 9% Pre -consumer, 1% Post -consumer *Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions, and curing conditions. 1 M.D. = Machine Direction, C.M.D. = Cross Machine Direction 2 Failure occurs through membrane rupture not seam failure. Solar Reflectance testing according to ASTM C1549 2Thermal Emittance testing according to ASTM C1371, Slide Method 3 Derived using the California Title 24 calculation method for aged solar reflectance per Section 110.8(i)2. of the 2013 Building Energy Efficiency Standard, page 102. 4CRRC Rapid Ratings: These are interim laboratory -aged values that simulate weathered values. These values will be replaced with the measured three-year aged values upon completion of the weathering process. SRI values calculated using Rapid Ratings may change once the aged rating replaces the interim rating. SYSTEM INFORMATION APPLICATION Sikaplan Fastened EnergySmart Roof Membrane is installed on acceptable substrates and fastened to the roof deck using the approved attachment method. The membrane is heat -welded together by trained mechanics using hot-air welding equipment. Sikaplan Fastened EnergySmart Roof Membrane can be used for flashings on Sikaplan Fastened roof projects. AVAILABILITY From Sika Authorized Applicators when used within Sikaplan roofing systems. MAINTENANCE Standard maintenance of roofs should include regular inspection of flashings, drains and termination sealants at least twice a year and after each storm. WARRANTY Upon successful completion of the installed roof by the Sika Authorized Applicator, Sika Corporation will provide a warranty to the Building Owner via the Sika Authorized Applicator. Product Data Sheet North America Sikaplan Fastened EnergySmart Membrane 11-09-16, VERSION #8 3/4 BUILDING TRUST INITIAL SOLAR REFLECTANCE1 3 -YEAR SOLAR REFLECTANCE1 INITIAL THERMAL EMITTANCE2 3 -YEAR THERMAL EMITTANCE2 INITIAL SOLAR REFLECTANCE INDEX 3 -YEAR SOLAR REFLECTANCE INDEX Sikaplan Fastened EnergySmart White - 45 mil 0.83 0.643 0.89 Pending 104 Pending Sikaplan Fastened EnergySmart White - 60 mil 0.85 0.663 0.89 Pending 107 Pending Sikaplan Adhered EnergySmart Reflective Gray - 60 mil 0.73 0.654 0.89 0.884 90 784 Sikaplan Fastened EnergySmart Tan - 60 mil 0.72 0.654 0.89 0.884 88 784 Solar Reflectance testing according to ASTM C1549 2Thermal Emittance testing according to ASTM C1371, Slide Method 3 Derived using the California Title 24 calculation method for aged solar reflectance per Section 110.8(i)2. of the 2013 Building Energy Efficiency Standard, page 102. 4CRRC Rapid Ratings: These are interim laboratory -aged values that simulate weathered values. These values will be replaced with the measured three-year aged values upon completion of the weathering process. SRI values calculated using Rapid Ratings may change once the aged rating replaces the interim rating. SYSTEM INFORMATION APPLICATION Sikaplan Fastened EnergySmart Roof Membrane is installed on acceptable substrates and fastened to the roof deck using the approved attachment method. The membrane is heat -welded together by trained mechanics using hot-air welding equipment. Sikaplan Fastened EnergySmart Roof Membrane can be used for flashings on Sikaplan Fastened roof projects. AVAILABILITY From Sika Authorized Applicators when used within Sikaplan roofing systems. MAINTENANCE Standard maintenance of roofs should include regular inspection of flashings, drains and termination sealants at least twice a year and after each storm. WARRANTY Upon successful completion of the installed roof by the Sika Authorized Applicator, Sika Corporation will provide a warranty to the Building Owner via the Sika Authorized Applicator. Product Data Sheet North America Sikaplan Fastened EnergySmart Membrane 11-09-16, VERSION #8 3/4 BUILDING TRUST LEGAL NOTES All information provided by Sika Corporation ("Sika") concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at usa.s.3rnatll"sika"corn or by calling 800-451-2504. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.sarnafil.sika.com or by calling Sika's Technical Service Department at 800-451-2504. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafil@us.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika.com marketing.construction@ca.sika.com Product Data Sheet i,kaplan Fastened LnergySmart 11-09-10, VERSION 48 4/4 North Ac.,.. Me tbei�'e BUILDING TRUST PRODUCT DATA SHEET DETAIL MEMBRANE (60 MIL) A heat weldable thermoplastic PVC membrane used in Sarnafil® and Sikaplan® roofing and waterproofing flashing details. Detail Membrane is produced with an integral fiberglass mat reinforcement for dimensional stability and is more pliable than Sarnafil G410 flashing membrane making it easier to stretch and weld. Detail Membrane is intended for flashing pipes, inside/outside corners and unusual shaped penetrations. PRODUCT INFORMATION USES For Sarnafil and Sikaplan roofing and waterproofing flashing details AREAS OF APPLICATION • Flashing pipes • Inside/outside corners • Unusual shaped penetrations FEATURES / BENEFITS • More pliable than Sarnafil G410 membrane making it easier to stretch and weld • Reinforced for dimensional stability and durability • Lacquer coated top surface to reduce dirt pick up • Convenient pre-cut rolls PRODUCT DATA FORM COMPOSITION Thermoplastic PVC membrane containing ultraviolet light stabilizers, flame retardant and integral carrier. Detail Membrane has a unique lacquer coating applied to the top surface of the membrane. Available in 60 mil (1.5 mm) thickness. COLORS White, tan or light gray PACKAGING 12" x 50' (30.5 cm x 15.2 m) roll, 20 lbs (9.1 kg) per roll 24" x 50' (61 cm x 15.2 m) roll, 40 lbs (18.2 kg) per roll Product Data Sheet North America DETAIL MEMBRANE Flashings 02-06-14, VERSION 61 1/2 STORAGE STORAGE CONDITIONS Store rolls standing on end on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. SYSTEM INFORMATION APPLICATION INSTRUCTIONS Detail Membrane is installed by Authorized Applicators on pipes, corners and other roof penetrations. Detail Membrane can be heated slightly and stretched to conform around various shapes. Seams are heat welded together using standard hot air welding tools. Install Detail Membrane with lacquer coated (glossy appearance) side up. AVAILABILITY From Authorized Applicators when used within Sarnafil or Sikaplan roofing and waterproofing systems. MAINTENANCE Standard maintenance of roofs, green roofs and plaza decks should include regular inspection of flashings, drains and termination sealants at least twice a year and after each storm. WARRANTY As a Sika supplied accessory, Detail Membrane is covered under Sika Corporation warranties. LEGAL NOTES All information provided by Sika Corporation ("Sika") concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at usa.;arn sin Sika. corn or by calling 800- 451-2504. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.sarnafil.sika.com or by calling Sika's Technical Service Department at 800-451.2504. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafil@us.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika.com marketing.construction@ca.sika.com Product Data Sheet DETAIL NILMIRANL 02 06 11, LLRSIQN 01 2/2 North America Flashing; BUILDING TRUST PRODUCT DATA SHEET LIQUID FLASHING SW BUILDING TRUST Liquid Flashing SW (summer -grade white) is a two -component polymethyl methacrylate -based (PMMA) liquid flashing material used in Sarnafil® and Sikaplan® roofing details. Liquid Flashing SW is used with Liquid Flashing Fleece and cures to form a monolithic reinforced flashing membrane. PRODUCT INFORMATION USES liquid flashing for Sarnafil and Sikaplan roofing details AREAS OF APPLICATION • Pipes and penetrations • I -beams and posts • Complex details • Details that are difficult to flash with a sheet membrane FEATURES / BENEFITS • Compatible with Sarnafil and Sikaplan membranes • High performance liquid flashing solution for complex details • Fleece reinforced flashing system for strength and durability • Cures quickly after mixing to provide protection PRODUCT DATA FORM COMPOSITION Two -component polymethyl methacrylate (PMMA) liquid COLOR White VOC CONTENT VOC Content: 4.2 g/I (Liquid Flashing SW + Liquid Flashing Catalyst Combined) PACKAGING 2.6 gallon (10 L) pails, 26.5 lbs (12 kg) per pail, 60 pails per pallet STORAGE STORAGE CONDITIONS Store in a tightly closed container in a cool, dry, ventilated area away from heat and oxidizing agent. Do not store in direct sunlight or in temperatures below 32°F (0°C) or above 77°F (25°C). Keep away from open fire, flame or any ignition source. PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT USA.SARNAFIL.SIKA.COM OR BY CALUNG SIKA SARNAFIL'S TECHNICAL SERVICE DEPARTMENT AT 800-451-2504. NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. 1/4 3-21-16 Version # 1 SHELF LIFE Liquid Flashing SW has a shelf life of up to 12 months in the original unopened container when properly stored, sealed and unmixed. TECHNICAL DATA TYPICAL PHYSICAL PROPERTIES* Properties ASTM Test Method Typical Results Membrane Thickness with Fleece, min. D5147 Section 5 115 mils (2.9 mm) Peak Load @ 73°F (23°C), ave. 05147 Section 6 70 lbf/in (12.3 kN/m) Elongation @ Peak Load, ave. 05147 Section 6 42% Peak Load @ 73°F (23°C), ave. D412 Dumbell 90 lbf/in (15.8 kN/m) Elongation @ Peak Load, ave. D412 Dumbell 55% Shore A Hardness, ave. D2240 81 Water Absorption, Method I, 24h @ 73°F (23°C) D570 0.41% Water Absorption, Method I, 48h @ 122°F (50°C) D570 1.57% Low Temperature Flexibility D5147 Section 11 -13°F (-25°C) Dimensional Stability, max. movement D5147 Section 10 0.063% Tear Strength 05147 Section 7 107 lbf (0.5 kN) *Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions. SYSTEM INFORMATION APPLICATION INSTRUCTIONS SURFACE PREPARATION Penetrations should be secured. All surfaces should be clean, dry, free of dirt, dust, debris, loose particles, loose paint, rust and other contaminants. Clean new Sarnafil and Sikaplan roofing membranes with mineral spirits or all- purpose cleaner which will not remove the lacquer coating from the membrane. If the membrane is old or extremely soiled Sika's Seam Cleaner should be used to restore the membrane to a 'like new'condition before applying Liquid Flashing SW. Clean and prepare metal surfaces to near white metal in accordance with SSPC-SP3 (power tool clean). If power tools are not available, use abrasive paper with a grain size of 20 to 40 to remove all loose particles including paint flakes and rust. Grind concrete and masonry surfaces with diamond cup wheel to remove laitance and contaminants. Lightly sand glass, rigid PVC and plastic surfaces. Extend surface preparation a minimum of 1/8 in (3 mm) beyond the termination of the flashing. Wipe metal and glass surfaces with Sika's Seam Cleaner and allow to dry. For repairs or touch-up, wipe previously installed Liquid Flashing with Sika's Seam Cleaner to clean and reactivate the Liquid Flashing and allow to dry. Prime wood and concrete surfaces with Liquid Flashing Primer. Refer to the Liquid Flashing Primer product data sheet for Liquid Flashing Catalyst dosage rate, mixing instructions and application procedures. Allow Liquid Flashing Primer to cure completely before applying Liquid Flashing SW. Apply painters tape a minimum of 6 in (152 mm) beyond the penetration to PRIOR TO EACH USE OF ANY S1KA PRODUCT. THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT USA. SARNAF IL SIKA. COM ORB!! CALLING VIKA SARNAFIL S TECHNICAL SERVICE DEPARTMENT AT 200-451.2504. NOTHING CONTAINED IN ANY SIKA MN TRIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW 1HE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. 2/4 3-21-16 Version # 1 Liquid Flashing SW BUILDING TRUST 'picture frame' and mask the outside edge of the detail. Pre-cut Liquid Flashing Fleece to fit around the penetration allowing for a 2 in (51 mm) overlap with adjoining pieces. Vertical flashing pieces must extend 2 in (51 mm) onto the roof membrane and 2 in (51 mm) below the finished flashing height. The finished flashing height should be a minimum of 8 in (203 mm) above the roof where possible. Horizontal flashing pieces must extend 4 in (102 mm) beyond the base of the penetration. MIXING Thoroughly mix the entire container of Liquid Flashing SW with a slow -speed (200 to 400 rpm) mechanical mixer (electric drill with a mixing paddle) for two minutes. Small Batch —1 Liter After mixing, pour 1 liter of Liquid Flashing SW into a clean plastic container. Add 2 level tablespoons (20 g) of Liquid Flashing Catalyst to Liquid Flashing SW and mix with a slow -speed mechanical mixer for two minutes. Ambient temperature must be between 59°F (15°C) and 104°F (40°C) when mixing. Once mixed, the pot life is approximately 10 - 15 minutes depending on the ambient temperature. Full Batch — 10 L Pail After mixing, add 2.5 packets (250 g) of Liquid Flashing Catalyst to Liquid Flashing SW and mix with a slow -speed mechanical mixer for two minutes. Ambient temperature must be between 59°F (15°C) and 104°F (40°C) when mixing. Once mixed, the pot life is approximately 5 - 10 minutes (due to mass effect) and shorter depending on the ambient temperature. Mixing of this product with Liquid Flashing Catalyst may generate excess heat, USE CAUTION. Please refer to the product Safety Data Sheet (SDS) for additional information. APPLICATION After mixing in the Liquid Flashing Catalyst, apply Liquid Flashing SW to the clean prepared surface using a small 1/2 in (13 mm) nap roller with rounded edges. Apply 55 mils (1.4 mm) of Liquid Flashing SW onto the penetration up to the finished flashing height and 4 in (102 mm) onto the roof membrane. Embed the pre-cut vertical flashing Liquid Flashing Fleece into the wet Liquid Flashing SW. Use the roller to eliminate wrinkles and air bubbles while completely saturating the Liquid Flashing Fleece. Overlap adjoining pieces of Liquid Flashing Fleece a minimum of 2 in (51 mm). Apply additional Liquid Flashing SW at the overlap between the Liquid Flashing Fleece layers. Apply 55 mils (1.4 mm) of Liquid Flashing SW onto the roof membrane extending onto the painters tape. Embed the pre-cut horizontal flashing Liquid Flashing Fleece with the smooth side facing up into the wet Liquid Flashing SW. Use the roller to eliminate wrinkles and air bubbles while completely saturating the Liquid Flashing Fleece. Overlap adjoining pieces of Liquid Flashing Fleece a minimum of 2 in (51 mm). Apply additional Liquid Flashing SW at the overlap between the Liquid Flashing Fleece layers. Apply 25 mils (0.6 mm) of Liquid Flashing SW over the entire penetration terminating at the finished flashing height on the vertical and onto the painters tape on the roof. Make sure the fleece is fully saturated without PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT USA,SARNAFIL.SIKA.COM OR BY CALLING SIKA SARNAFIL'S TECHNICAL SERVICE DEPARTMENT AT 800-451-2504. NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. 3/4 3-21-16 Version # 1 Liquid Flashing SW BUILDING TRUST any dry spots. Remove the painters tape immediately after applying the Liquid Flashing. Complex and irregular shapes such as nuts, bolts, etc. may require an additional 25 mil (0.6 mm) thick application of Liquid Flashing SW to ensure full coverage. Wait one hour before applying the additional coat. COVERAGE 43 square feet (4 m2) per 2.6 gal (10 L) pail at 115 mil (2.9 mm) thickness PRODUCT LIMITATIONS LIMITATIONS Precautions should be taken to prevent odors and/or vapors from entering the building/structure, including but not limited to turning off and sealing air intake vents or other means of ingress for odors and/or vapors into the building/structure during product application and cure. • Must be mixed with Liquid Flashing Catalyst to induce curing of material • The ambient temperature at application must be between 59°F (15°C) and 104°F (40°C) • The substrate temperature at application must be between 59°F (15°C) and 122°F (50°C) • Do not use in applications where the surface of the detail will exceed 150°F (65°C) (e.g. hot stacks) AVAILABILITY From Authorized Applicators when used within Sarnafil or Sikaplan roofing systems. MAINTENANCE Standard maintenance of roofs should include regular inspection of flashings, drains and termination sealants at least twice a year and after each storm. WARRANTY As a Sika supplied accessory, Liquid Flashing SW is covered under Sika Corporation warranties up to twenty (20) years in duration. LEGAL NOTES All information provided by Sika Corporation ("Sika") concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika's instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at usasarnafilsikacurn or by calling 800- 451-2504. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at usa.sarnafil.sika.com or by calling Sika's Technical Service Department at 800-451-2504. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Product Data Sheet, product label and Safety Data Sheet prior to product use. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SIKA CORPORATION — ROOFING UNITED STATES 100 Dan Road Canton, MA 02021 800-451-2504 (p) 781-828-5365 (f) usa.sarnafil.sika.com webmaster.sarnafilPus.sika.com SIKA CANADA INC. 6915 Davand Drive Mississauga, ON L5T 1L5 905-795-3177 (p) 905-795-3192 (f) can.sika.com marketing.construction@ca.sika.com PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET. PRODUCT LABEL AND SAFETY DATA SHEET WHICH ARE AVAILABLE ONLINE AT USA.SARNAFIL. SIKA. COM OR BY CALLING SIKA SARNAFIL'S TECHNICAL SERVICE DEPARTMENT AT 800-451-2504. NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE. 4/4 3-21-16 Version # 1 Liquid Flashing SW BUILDING TRUST TO: FROM: DATE: SUBJECT: MEMORANDUM Richard Takechi Brenda Holt September 7, 2017 Cascade View Elementary — Reroof #1 Permit Number D17-0050 Please credit $2173.91 (two thousand one hundred seventy-three dollars and ninety-one cents) for a credit card transaction made on August 10, 2017. This is a partial refund of the building permit and technology fees paid. The applicant provided a revised/decreased value of tenant improvement work. The Building Official has approved an 80% refund of the difference in the permit fees based on the revised value of work. Please provide the refund as follows: Account 000.322.100.00.00: $ 2046.12 Account 000.322.900.04.00: $ 127.79 Total: $ 2173.91 Please forward the check to me and I will forward it on to the applicant. Thank you! 8/1/2017 City of Tukwila Department of Community Development ALEXANDER CLARK AIA 105 SOUTH MAIN ST #323 SEATTLE, WA 98116 RE: Permit Application No. D17-0050 CASCADE VIEW ELEMENTARY - REROOF 13601 32 AVE S Allan Ekberg, Mayor Jack Pace, Director Dear ALEXANDER CLARK AIA, In reviewing our current application files, it appears that your permit applied for on 3/10/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 9/10/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ipley Permit Technician File No: D17-0050 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CitT of Tukwila Request for Refund ❑ Approved for full refund Approved for d _ b refund of Denied (provide explanation) Signature/Initials fee(s) Date: 8/29/i �' Plan Check/Permit Number: D (QQ Q ❑ 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: ThKwt Ltd- k - 7 ns� r - cq- G 5C4tD v e W L , tooF (Z 't. -f&& Project Address: / 9 CO / /e S • 714,14-W1 145er W lk % 13 / C b — 32WP /- Contact Person: Arte-X.AcN D JrZ. GL lL Phone Number: Z ? ia- U . ZZ Summary of Revision: ft -op mo Gt c.-6-79 SC - PC Pae_. A' EL✓ 1-01v -s LDp E Aeo p evEY-L-A-7 or c s' ri N ( m,ent 8le-A-ry e Amp DA/ Ly. O! ► A -L-- 0( AiAmrfixw 474, co Sheet Number(s): . 3 . 4 • ,D 3.0 "Cloud" or highlight all areas of revision ncluding da e of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Ccnter\Tcmplates\Forms\Rcvision Submittal Form.doc Revised: August 2015 RECEIVED CITY OF TUKWILA SEP 0 t 2017 PERMIT CENTER PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0050 DATE: 09/01/17 PROJECT NAME: CASCADE VIEW ELEMENTARY - REROOF #1 SITE ADDRESS: 13601 32 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: .,3 M Building Division Public Works n AV ►fir Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/03/17 Approved Approved with Conditions Corrections Required n nDenied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/15/2013 PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0050 DATE: 03/10/17 PROJECT NAME: CASCADE VIEW ELEMENTARY - REROOF SITE ADDRESS: 1360132 AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AT *VC 3-16-17 Building Division Public Works AV AIP Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator Ii PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/14/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/11/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ L�1 (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 0 Staff initials: 12/18/2013 PROJECT NAME: oOjj �(.�,,,,t PERMIT NO: 0 bn-oos-0 'SITE ADDRESS: ORIGINAL ISSUE DATE: 8,10-c 7 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITI LS Summary of Revision: Pitrv` sk lP "d.('., -C„�..& C -e d (A)0,.1c Received by: CAIS W '&&H" REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUE Di DATE STAFF INITIALS Summary of Revision: Received by: (please print) 0 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/29/1 1— Plan Check/Permit Number: b ( 00 �Q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # DSJ Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # rpo xrpkex morir Project Name: micvVS L4 - satvort. D6Srde-) Com- C#15C. t -D e V I tin/ , Project Address: / 3 Go / S2 s • r14,1e-M -p , w l i b Contact Person: A-ZerX AW P l;1p . CLJ4c}Ll.-- Summary of Revision: A/�j -VPL(C- 7 SC�Or Foie_ 11/moi✓ 401,v -J -opE ,_o p aI/ER-L- / 012110dAz 414,, iocc Phone Number: 20 6• (%� Lj • Lf22y If‘As.4.i7 (.AWA -ice dg,I 100 Sheet Number(s): "Cloud" or highlight all areas of revision ncluding da Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 .( .4 3.A21, A3.0( 3.O2Aq.0Z. e of revision RECEIVED CITY OF TUKWILA SEP 0 2017 PERMIT CENTER KASSEL & ASSOCIATES INC 0 Washington State Department of Labor & Industries 0 Home Espanol. Contact Safety & Health Claims & Insurance Page 1 of 3 Search L&I A -Z Index Workplace Rights KASSEL & ASSOCIATES INC Owner or tradesperson Principals VERNON, MATTHEW ALEXANDER, PRESIDENT LUBASH, ROBERT FRANCIS, VICE PRESIDENT Doing business as KASSEL & ASSOCIATES INC WA UBI No. 602 944 979 7126 - 180th Avenue NE Ste C103 REDMOND, WA 98052 425-828-0238 KING County Business type Corporation Governing persons ROBERT FRANCIS LUBASH MATTHEW ALEXANDER VERNON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. . License specialties GENERAL License no. KASSEAI9140M Effective — expiration 09/14/2009— 09/28/2017 Bond TRAVELERS CAS & SURETY CO Bond account no. $12,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602944979&LIC=KASSEAI914OM&SAW= 8/10/2017 KASSEL & ASSOCIATES INC 105460171 Received by L&I Effective date 08/12/2010 09/11/2010 Expiration date Until Canceled Insurance BITCO General Ins Corp $1,000,000.00 Policy no. CLP3610630 Received by L&I Effective date 07/25/2017 09/11/2014 Expiration date 09/11/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 17-2-00275-7 Complaint filed by RCI ARCHITECTURAL SHEET METAL Open Complaint against bond(s) or savings 105460171 Complaint date Complaint amount 02/22/2017 $11,068.00 Page 2 of 3 Cause no. 16-2-23004-1 SEA Complaint filed by S Q I INC Complaint date 10/05/2016 L&I Tax debts Open Complaint against bond(s) or savings 105460171 Complaint amount $0.00 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 No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 182,742-00 Doing business as KASSEL & ASSOCIATES INC Estimated workers reported Quarter 2 of Year 2017 "21 to 30 Workers" Account is current. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602944979&LIC=KASSEAI9140M&SAW= 8/10/2017 KASSEL & ASSOCIATES INC L&l account contact T2 / SUSAN BETTS (360)902-4828 - Email: BETT235@Ini.wa.gov Page 3 of 3 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 12/08/2016 Inspection no. 317943049 Location Islander Middle School Mercer Island, WA 98040 No violations Inspection results date 07/11/2016 Inspection no. 317940437 Location 9100 Dickey rd nw Silverdale, WA 98383 No violations (� 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=602944979&LIC=KASSEAI914OM&SAW= - 8/10/2017 TU W LA PUBLIC SCHOOLS CASCADE VIEW EEM ABBREVIATIONS NTARY SCHOOL ROOF REPLACEMENT AFF ABOVE FINISHED FLOOR APPROX APPROXIMATE ARCH ARCHITECTURAL BLDG BLKG BO CJ CL CLR COL CONC CONT D DEMO DTL DIA DIM DN DS DWG E (E), EXIST EJ EL ELEC EQ EQUIP FCIO FIN FO FOIC FT GA GALV GWB GYP BD H HORIZ HR HT HVAC ID INSUL L BUILDING BLOCKING BOTTOM OF CONTROL JOINT CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS, CONTINUE DEEP, DEPTH DEMOLISH, DEMOLITION DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT DRAWNG EAST EXISTING EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL EQUAL EQUIPMENT FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FINISH, FINISHED FACE OF FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FOOT, FEET GAGE, GAUGE GALVANIZED GYPSUM WALL BOARD GYPSUM BOARD HIGH HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIAMETER INSULATE, INSULATION LONG MAX MECH MEZZ MFR MIN MISC MTL N NIC NO NTS OC OH OD OPNG OPP ORD PERP PLYWD PL PR PT RD REINF REQD REV RM RO S SHT SHTHG SIM SPEC SQ SS STL STOR STRUCT SUSP T&G TO TYP UON VERT WI W/O WD REFERENCE SYMBOLS BUILDING SECTION INDICATOR SECTION INDICATOR SECTION DETAIL INDICATOR n DRAWING REVISION INDICATOR XX' -XX" XXXXXXX ELEVATION INDICATOR Q _ MATCH LINE SEE SHEET AX.XX MATCHLINE INDICATOR MAXIMUM MECHANICAL MEZZANINE MANUFACTURE, MANUFACTURE MINIMUM, MINUTE MISCELLANEOUS METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN PERPENDICULAR PLYWOOD PROPERTY LINE PAIR PAINT, POINT, PRESSURE TREATED RADIUS, RISER ROOF DRAIN, ROAD REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOM ROUGH OPENING SOUTH SHEET SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TONGUE AND GROOVE TOP OF TYPICAL UNLESS OTHERWISE NOTED VERTICAL WEST, WOE WITH WITHOUT WOOD 1 1 ENLARGED DETAIL INDICATOR COLUMN GRIDLINE INDICATOR x.x FLAGNOTE X:X X SLOPE INDICATE SLOPE SLOPE DIRECTION INDICATES NEW OR EXISTING GENERAL NOTES 1. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 2. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS ON THE PROJECT AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. 6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE, FACE OF STUD AND FINISH FACE OF WALL, UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 9. CONTRACTOR TO COMPLY WITH CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL AND ELECTRICAL NOTES. 10. MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS. 11. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 12. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 13. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 14. VAPOR BARRIERS. CONTINUOUS AND APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED AS INDICATED. SEAL ALL EDGES. 15. CONTRACTOR AT BEGINNING OF WORK TO FLUSH ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER. AT CONCLUSION OF WORK CONTRACTOR TO TEST ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER AND TIGHT LINES THROUGHOUT BUILDING AND PROVIDE CONFIRMATION REPORT TO OWNER. 16. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 17. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 18. CONTRACTOR SHALL COORDINATE WITH FACILITIES FOR REMOVAL OF ROOFTOP MOUNTED EQUIPMENT AS NEEDED FOR CURB AND FLASHING INSTALLATION, AND RE -ROOFING 19. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 20. CONTRACTOR SHALL PROTECT ALL ROOF OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 21. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 22. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES. 23. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS THAT ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS USED ON THIS PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 24. INTERIOR PARTITION TYPES ARE GENERALLY KEYED ON ARCHITECTURAL FLOOR PLANS. SEE PARTITION TYPE FOR DESCRIPTIONS. THE FINISH SCHEDULE AUGMENTS THE PARTITION TYPE DESCRIPTION WITH INFORMATION REGARDING MATERIALS AND FINISHES. 25. GENERALLY, THE EXISTING ELEMENTS ARE SHOWN WITH LIGHT SCREENED LINES, WHILE NEW OR DEMOLISHED ELEMENTS REQUIRED BY THE PROJECT ARE SHOWN WITH DARK LINES. 26. ALL DOOR NUMBERS APPEAR ON THE 1/8" PLANS EXCEPT WHERE ENLARGED PLANS ARE INDICATED. RELITES ARE NOT SCHEDULED UNLESS THEY ARE ADJACENT TO A DOOR. INDEPENDENT RELITES ARE SHOWN ON INTERIOR ELEVATIONS AND DETAIL KEYS ARE INDICATED THERE. NOTE THAT HOLLOW METAL DOOR SECTIONS ALSO OCCUR AT CERTAIN EXTERIOR ELEVATIONS. 27. MATERIAL FINISH CODES WHICH IDENTIFY MATERIAL AND FINISHES THROUGHOUT THE DRAWINGS ARE LISTED ON THE FINISH SCHEDULES. THE SPECIFICATIONS SECTIONS WHICH DEFINE THE MATERIALS ARE REFERENCED. FINISH SCHEDULE INDICATES THE VARIOUS FLOOR, WALL AND CEILING FINISHES IN THE INDIVIDUAL ROOMS INDICATED. REFER TO THE FINISH SCHEDULE NOTES FOR GENERAL FINISH INFORMATION AND WORK. 28. DEFINITIONS OF FINISH CEILINGS ARE SHOWN ON THE REFLECTED CEILING PLAN. MATERIAL, DIMENSIONS OF ELEMENTS WITHIN CEILING, AND SPOT ELEVATIONS OF VARIOUS CEILING PLANES ARE SHOWN. LAYOUTS OF LIGHT FIXTURES, MECHANICAL DIFFUSERS, ETC. IN ROOMS WITHOUT CEILINGS ARE SHOWN FOR DESIGN CLARITY ON REFLECTED CEILING PLANS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR RESPECTIVE LAYOUTS, COORDINATE AS REQUIRED. 29. ROOFING TYPES ARE INDICATED ON THE ROOF LEVEL PLAN AT WHICH THEY OCCUR. THE MATERIAL FINISH CODE (RT) DESIGNATES ROOF TYPE DESCRIPTION. PROVIDE THERMAL ROOF INSULATION AS INDICATED BY ROOFING CODES/ SITE LOCATION MAP SCALE: N.T.S. ED PROJECT DATA INFORMATION PROJECT DESCRIPTION: EXISTING ELEMENTARY SCHOOL BUILDING ROOF SYSTEM REPLACEMENT AT BUILDINGS A, B, C, D, E TOTAL BUILDING ROOF SYSTEM REPLACEMENT AR SITE ADDRESS: 13601 32ND AVE S 98168 PARCEL NUMBER: 1623049038 LEGAL DESCRIPTION: POR OF SE 1/4 OF SEC 16 -23 -4 -BEG 30 FT W OF NE COR TH N 89-52-58 W 519.63 FT TH SLY TO PT ON W EXT OF N LN OF JORGENSENS ADD SD PT BEING S 87-53-30 W 535.10 FT W OF E LN OF SUBD TH E ALG EXTND LN & N LN OF SD PLAT TO NE COR OF PLAT TH S ALG E LN LOT 1 60FTTHE30FT TH N PLW E LN OF SUBD 172 FT TH E 120 FT TH N TO BEG & VAC POR OF JORGENSENS ADD & BEG 663.42 FT S OF NE COR OF NE 1/4 OF SE 1/4 TH N TO S LN OF JORGENSENS ADD TH W FOL S LN OF SD PLAT TO SW COR OF LOT 5 TH S 02-51-51 W 69.68 FT TH S 01-40-11 W TO PT N 89-52-59 W OF BEG TH S 89-52-59 E TO BEG DRAWING INDEX GENERAL G0.01 COVER SHEET ARCHITECTURAL A1.01 SITE PLAN A1.02 KEY SHEET PROJECT TEAM OWNER ARCHITECT TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET, TUKWILA, WA 98168 CONTACT: JEFF FEENEY, PROJECT MANAGER TEL: (206) 979 - 9370 ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323, SEATTLE WA, 98104 CONTACT: ALEX CLARK ALEX.CLARK@ROLLUDAARCHITECTS.COM TEL: (206) 624-4222 FAX: (206) 624-4226 A2.11 ROOF PLAN - BUILDINGS A & B A2.12 ROOF PLAN - BUILDING C A2.13 ROOF PLAN - BUILDING D A2.14 ROOF PLAN - BUILDING E A3.01 EXTERIOR ELEVATIONS - OVERALL A3.02 EXTERIOR ELEVATIONS - CAFETERIA EXPANSION A4.01 BUILDING SECTIONS A4.02 WALL SECTIONS A6.01 FINISH SCHEDULE A9.02 EXTERIOR DETAILS - ROOF A9.03 EXTERIOR DETAILS - ROOF A9.04 EXTERIOR DETAILS - ROOF FILE COPY P it No. MI Plan review approval Is subject to errors and omi Approval of construction documents does not the violation of any , ordinance. of approved Field and ,� +i �� s is acknowl By:: 1.0r;102111` Date: 0r; I J r City of Tukwila BUILDING DIVISION SEPARATE PER'i T REQUIRED FOR: GJ Mechanical (Electrical C`Plumbing (°I Gas Piping City of Tukwila BUILDING DIVISION /Ale -L-144 Ev✓ W - S�oPE nil&-lvt,BKAlvf P--cor OV�t-fir OF a. IS t7 N G ti'tEMB R -)'NE"- 12-60 r ON L}' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 08 2017 • PJ C2 -12 - City of Tukwila BUILDING DIVISION REVISION N0:1_ RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER NI0 5 0 rPERMIT SET: architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 RE 1r►TERED STATE F WASHINGTON ®C� W LLQ L`JQ„ LTJ LL I0 >0 Liu ft CO ® CD -J w w Q0 a< 0 CO Z = Mg U CO w 0 U I J co p o O I- o rn o I 03 p o rn� a) ...a oma' 0 p J w Q REVISION DATE OvArDI4Cii .P__SY.S'n_gBadSjiA/ 1? Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title COVER SHEET Drawing Number G0.01 COPYRIGHT 0 2015 ROLLUDA ARCHITECTS INC G0.01_COVER.DWG EXISTING CHAIN LINK FENCE TO REMAIN NEW 6'-0" HT. CHAIN LINK FENCE W/ SECURITY GATE, SEE DETAIL 5/A1.01A 3:T.337 •", /6 '1117„1,1'''',11...i.:':1„;,1.11; 3,1:::• Vomma... • . . - • ~ ~ - • _ ,,, . ~ • '6.. / .? 6336 7 • ,, f (.7.44r4ZAVE-.1_, ri,ZA 11. ';s:ji i / (c,..,:;-6..f.:_,:,.[EI:.;;.N.;,T5.E.:ti".7,;;,);1 t.,,,,,,,t,„:„, ".,.,:m1 Ny5,5 1 i i EX ST 1114F7 F11.9.0 FA,,ii"-?.. rop UILS44 PAM -4 FENiE tdrE: OE- • — • 3633; 411 / if- .„4 T2s. 4;1 A.t 43 2' ,343 1 3-, "61 REPAIR EXISTING (14-1- 12) is CHAIN LINK FENCE 1 I -HELP NEW 6'-0" HT. CHAIN LINK FENCE W/ DOUBLE LEAF SECURITY GATE 1 166 3 ; I s I • :11 " • i • ,3,64 63-s, .i.,- PL A' A//i\ EiE .., f_i ss..• \ ,„ f ,31 , il 1; li 1 4. ‘,,,,,...... r4 6.6.1 .AY "c1s11:1i=r) '- 41 1.33. 3.66343333 Ht4S1.1 (11/1'.1.A1 N F911..1'4,141: -E. JEW CARD READER AT EXISTING DOOR #E126 RFL4CI41tD BENCHES WITH 1,10V CONCRETE /S/UPPORT PADS 11 BUILDING E 333-1143-36633.6496336.:! EXISTING CHAIN LINK FENCE TO REMAIN NEW CARD READER AT EXISTING DOOR #E127-1 NEW CARD READER AT GATES G-3 & G-5 LAX st71-E1 [-A,--i9:7„1, 4 1k11- • A s '4 ,... n iss, EXISTING CHAIN LINK FENCE TO REMAIN 0 NW OUTDOOR WALK-IN FREEZER ^, • (Fr: IN:6) L HkSH k:51 61 -}Al N LI NIC 1-.0Aft)I4G ScEFNEP• " DUMPS-1FR 11111‘4ii's4f014. ' f••• AREA • t•'411 , 1,41 OPE:NINO GATE G-2 i'•-rfIDS). AN SPEY/1P SETBAK NEW 6'-0" HT. CHAIN LINK FENCE W/ LEAF SECURITY GATE, SEE DETAIL 6/A1:01A 3-'333 t ) 3 POyVER-GENERATOR VV/CMU ENCLOURE • NEW CARD READER AT EXISTING -GATE G-1 • 247'-2 1/2" H EEYHEN ez_:4,1(. 1,1ALifr., LA-11:It I -.-11-s•.},?..V.Ale, NEW CAFETERIA PATCH EXPANSION EXISTING SIDEWALK NEVV SECUREk\iESTIBULE-'— (LJ W/ CARD READER AND yIDECT,SECURTTY 1 . • EXIST. issrfORANT • • , 0 RECEIVED • CITY OF TUKWILA SEP 012011 PERMIT CENTER 32ND ENUE OUTH SITE PLAN SCALE: 1" = 30-0" liu architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 lex E ol a ATE OF ASHINGTON 111 WA 98168 REVISION DATE DATE Affrovcrp trahPe ,tvson/ Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title SITE PLAN Drawing Number Al .01 A1.01_SITE.DWG cO r-- C\I Y) COPYRIGHT 11 2015 ROLLUDA ARCHITECTS INC s4; f prikAphhh ss. • 1 SHEETS: - AD1.04 -A2.04 BUILDING E Lyss-7-44;*"—' ,;.,:,,,,,...trist.ht5J.Jtkirt:1-5.Artz.hrtSiet.Mhtth7StStstfres att. k't ei '••St.; rt. •'3,. F i ;..1; .4 OS-- • PSS:2,,,,. ti‘.';),, i tet„ Pk - A tkt.k.r.,„,, 74 '''S.,;-,,,„1„ ss CI # 1.•C tig .. 4 q .-• .k . g c-•• ,' V" : •ct..., ;$0* t;::$,... hSf•i•' •tt. •• ',es • SI tSs 7\'5. ADI .04 - A2.04 '43Y,=;:ssYs=;.•-.4,:sy.....z....4 • .1•1, SC'LiS 1 1 ==I L41 112:1 '71 k 4 I 114- BUILDING C SHEETS: - AD1.02 - A2.02 - A2.12 4, 1._ 11111011111111111111.1111,. I IL LL I =1= BUILDING E 1 1 I11';',1=111211 1 I =II= 1 1 1.";!— • =III:. 1 1 =1111 BUILDING D SHEETS: - AD1.03 - A2.03 - A2.13 5 '.43 •••";•Ssks444-..s,--s..s.ssiss??...4..?"24.4, I I S,1 . , • t.1 "•;'• • • „ ° BUILDING C AhhespArhe.erhsppofAss÷7-iros4Apppeapp----,-.4-p EMI 1 I • ; 4,4 ; 4:„!•;; ; • 1 I s -L 1121= /I " 21=11 - BUILDING A & B SHEETS: - AD1.01 - A201 - A2.11 1 1 111=11./11 153 =110111 I =221 1 =2 /'' BUILDING A & B SHEETS: - AD1.01 - A2.01 -A2.11 41 BUILDING B Ni'- 40' .16"E ; - . . . .3, , t-4 - 4 1 r ir'., A "ss.P.51,1,44kAht-rh:755hk-k4-7:74-1. •; , , . • , .y . • h' : , . ' ; ...i. c ;,., ' , • .. : ' • .; f-• KEY SHEET SCALE: 1" = 20'-0" ty. • t k? • 44"4.4.,:s4L-c4.44-44.s..ssssiSks?ssams41,, Ii 0 IA ',. pph; P -Ts: :'•"; • • - Ii li • 1 'Y.: ....., ...... Y , ,,.„„•;., i, 5 -., .-1• '.f- 5 : NEW CAFETERIA EXPANSION NEW SECURED VESTIBULE ditee,epiespek$st $Ak'srAsh-,12--pr. •;.1, ts1/411::,) HfZANT sks.; REVIEWED FOR CODE COMPLIANCE APPROVED SEP 08 2017 City of Tukwila BUILDING C3IVISION RECEIVED CITY OF TUKWILA SEP 01 2011 PERMIT CENTER .:Olatchitearts architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 Design: Drawn: Checked: Project No. Issuance PERMIT SET Date: 3/8/2017 Drawing Title KEY SHEET 01.S4A Drawing Number .02 COPYRIGHT 02015 ROLLUDA ARCHITECTS INC Al .02_KEY.DWG NEW MECHANICAL UNIT ON (E) CURB, SEE DETAIL 1/A9.04 (E) MECHANICAL DUCTING, TYP. SEE DETAIL 5/A9.04 =NM I I MIMI I I 1.1111111111111 I I NEW WALK-IN FREEZER CONDENSOR UNIT ON MTL. CURB, SEE DETAIL 1/A9.04 NEW MECHANICAL UNIT ON (E) CURB, SEE DETAIL 1/A9.04 EXISTING MECHANICAL ITEMS IN THIS AREA TO BE REMOVED & RE -INSTALLED, SEE DETAILS 1, 4, 6 ON SHEET A9.04 0 0 0 ///i /%'/ 0 0 0 LINE OF (E) BUILDING BELOW, TYP (E) L. GUTT DOWNSPO AS REQUI EXIST! r iliu rc cts architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 44± Ii LI t6250 REGI RED Alex Ro uda Or/ rtifg"/ TATE 0 WASHINGTON F.- >" Z u < u j —J u j LU LU 0 50 uJ ce o < 0 • 0 ci) < P-2 (E) > (E) -I- a 00 1/4:12 (E) BUILDING A 11:2121601012 SIM BUILDING B (E) ROOF DRAIN W/ OVERFLOW, CLEAN PRIOR TO INSTALLATION OF WP -2 ROOF ASSEMBLY, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 City of Tukwila BUILDING OIVISION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER z 0 – J 0 0 — J co co 5 DATE ENtr410 A.Diop Raft/ON 11 - Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. A Drawing Number KEY PLAN ROOF PLAN - BUILDING A & B C•I CO •-• CD CNI C) Cr) COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC - ___ 1-- --c1 p11 _ Lii .i ' E - t1 I— ____, _1 ---1- , i —___ Lj ) — — - l:- — _____ - - - -'----1 I — I I _r j• -- _ i I- F - I i _ -- 1 , _ i'— I - ---, i_ _ 1 I I_ 1 _ -- .1-- -------- __ - I _L __, 1---- 4 1- -- 1 T I -r--- i , i 1it — ----- , 1 __,___ _r-. r,--------- -- -1___ - --r , i II-- i I i i , ---• __ 1 -- i _,- , ,-- i__-:-_-----. , , ji-T __, 11 , I, IL_____1 [[ 1 _ A r ; ]j --. I _i 1 _ i i 1 __-1 1---- -- _ J i ,__j L - • 1 - 1 F- LLI i i L T r -- ---i 1-----1 . _ , ,--- __ - I--- ' ,..... . -- A9.. ---- --I1 a - - ,fl ____ _ __ ___ I__ _2 We" -- -E - - r— .__ I _ II , __I__ it_ 1 i .,_ 1 1 1 I 1,------- 1-------t 1 1 1 __ J-_II I___ ILHI { I 1 1 — r-- 1 ____ I I --] r____._ I-- 1 I - -1 I__I r ----A-14 '1 1-- T --21.-1- i--- __> 1 _ 1 2------1 (pl I I 1 _ -I. - I 1-- 1_1 1----- I- I 1.----) ---'1 _ ---j1 11 -----) — ----fl 1 1I 1-1 1 I ____I — I _ _..1 _ - __ I - 1- ---11 - 1- - _ 1 _ 1 ---- __, :]-- _ 1 Ii 1 _ -1 1 — 1 -7 _ I1- I I - 1 -- _____I _ 1 I I '----- ----1 - [ 1 - _ _ Tie I I- 1 --ii , . I 1 -I I r ____ -I [—I' - - ___i-----? 44± Ii LI t6250 REGI RED Alex Ro uda Or/ rtifg"/ TATE 0 WASHINGTON F.- >" Z u < u j —J u j LU LU 0 50 uJ ce o < 0 • 0 ci) < P-2 (E) > (E) -I- a 00 1/4:12 (E) BUILDING A 11:2121601012 SIM BUILDING B (E) ROOF DRAIN W/ OVERFLOW, CLEAN PRIOR TO INSTALLATION OF WP -2 ROOF ASSEMBLY, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 City of Tukwila BUILDING OIVISION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER z 0 – J 0 0 — J co co 5 DATE ENtr410 A.Diop Raft/ON 11 - Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. A Drawing Number KEY PLAN ROOF PLAN - BUILDING A & B C•I CO •-• CD CNI C) Cr) COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC MATCH LINE I 1 I - I I - I I - I architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 AP -ELS LVW-- 9Lo7 OVLA REGI .1r RED Alex ' . Ro u TATE OF WASHINGTON E rROOF DRA1NrWfjQVER�LO/W-;_ CL{LANP op:r/O_1NST;AL.. T L 0�A,� SEMB�.N' REPLACE ALL METAL GUTTERS & DOWNSPOUTS AS REQUIRED. MATCH EXISTING COLOR, TYP OPEN COURTYARD EXISTING MECHANICAL MEZZANINE IN PLENUM, TYP. R.tP14.001i S An— R4Y1St oiV = 1 - NEW MECHANICAL UNIT, SEE A2.11 MATCH LINE I - 1 I - 1 I I I I I - RECEIVED CITY OF TU ILA SEP 01 2017 PERMIT CENTER Design: Drawn: Checked: Project No. AC MM/JC AC NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. Issuance PERMIT SET Date: 3/8/2017 Drawing Title ROOF PLAN - BUILDING C Drawing Number A2.12ROOF-BLDG-C D.DWG ROOF ROOF PLAN - BUILDING C N d' co N- SCALE : 1/8" = 1'-0" N M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC MATCH LINE architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 WP -2 1/4:12 (E) 1/4:12 / (E) WP -2 1/4:12 F WASHINGTON CE (E) M AL GUT " RS & ' UTS AS . MATCH COLO'' TYP DOWN REQUI EXISTIN OPEN COURTYARD EXISTING MECHANICAL MEZZANINE IN PLENUM, TYP. LINE OF BUILDING BELOW , TYP 1/4:12 REVISION DATE /,,412e-Dutis-12 SGDp-g RG7/iSIw MATCH LINE • I gm= I Ium= I we= I am=/ I MATCH LINE I I 1.21111101011111 I I 112121= 122111111111 I I ® I I ® I I REVIEWED FOR CQAEPR®VEDCOMPLIANCE AP SE?08nil City of Tukwila . r DIVISION CITY OF TU ILA SEP 01 2017 PERMIT CENTER Design: Drawn: Checked: Project No. AC MM/JC AC NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. Issuance PERMIT SET Date: 3/8/2017 Drawing Title ROOF PLAN - BUILDING D Drawing Number A2.12ROOF-BLDG-C D.DWG ROOF PLAN - BUILDING D SCALE : 1/8" = 1,-0" ci COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM I I I i Ii 1 1 11 11 1 1 1 1 1 1 1 1 1 i I I II . 11 1 I+ 11 1 11 II I II 1I 1 1 11 11 1 1 11 I1 FIX 11 1 1 1 m CM U 1T t T:),Fr- -1 �-p- E�UM; T�f �- � _ � � � � �v 4����111rlIIilq V►I--J!_ PTAIA4gBial AP 1 41149,1 40111440/ 1 1 AVM I I ► _ 1 WINOW741017-4101.1012 WAWA irajr_AellPAMPjlaM9rrAAAWrj:A04PAFAOAtf riAgrarlarvarALASSI1110,40,Wairldrirlaregle OWAIrleter , grefffrAllrairrirAWAFIffr AVIV c : ..7am MM 1—E— MNIANIMMIll ArtemotWaraiffir wA . , Aar( .4-1 „ mlw. I� �rflap" I� I�d�ell r` .fir �.�r I �d�tift .� ,� rc-► elif .ru�mn■ ■ nnII ■ , 41.4, i J ,m.' &IN, ——�—y ,x06.1-0 EXISTIro• dT/ e • XI • I G ME( HA IOA�I ' I UNI riNSIDE IE'XISTING LEN ° R • F� 1�0 t IST _,O , . ; I� 1 LJ � e4F-AS BL Y .1�..,aroevi10 (E) ROOF DRAIN W/ OVERFLOW, CLEAN PRIOR TO INSTALLATION OF WP -2 ROOF ASSEMBLY, TYP. la cicts architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 CONDENSING UNIT ON EXISTING CURB rA111041 d 71AWMPARIANAATI'l LL$1' �►"Airy Adr I /I �'`%." ilar A 1" cm_ TYP. �r .' �L1. `� ..Apilo . PLACE ALL M G TERS & DOW P•'TSAS REQU 14 MATCH E 'TING Co OR, TYP RIME &VA raiP ILVA r447 (.E)_/ALLEY i _ I H LEnTHINIF - OU ST I N G- M Et HAMCAIIEU N I -T- I 1 -ILI -i �L_II I LINE OF BUILDING BELOW ROOF OVERHANG. TYP Ci a Tukwila • IN,C IVISION Etuj z zu 2 15 w 111 Q L W O >0 ui cc'0 0 z co < U T O U) w 0 CO CD co 5 I- REVISION DATE 49V014crip sei e,A4a/giOt✓ 4 I Iwesess IImem=I Iet=21I Icm=I I MATCH I I NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED ROOF PLAN - BUILDING E SCALE : 1/8" = 1'-0" NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. RECEIVED CITY OF TUKWILA SEP 012017 PERMIT CENTER Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title ROOF PLAN BLDG. E Drawing Number A2.14. ROOF-BLDG E.DWG N Cr) COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM NEW FIXED ALUMINUM WINDOW WITH COLOR FINISH TO MATCH EXISTING EXISTING BUILDING SIGNAGE TO REMAIN 'J- , rc'n c 17'n m= C =37. .. architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 4FeeZeP::::::. ter. V.04: = =nom mom. •rn Li= • •rn mon= •rn mos= •rn ••=orm• mom= EAST EXTERIOR ELEVATION - BUILDINGS A & B , • • Vitt.. .fiPZ`../$4,*4twit (4T'14 Honsic;o. / PIAS 5'('S PARTIAL NORTH EXTERIOR ELEVATION - BUILDINGS D & E (FOR REFERENCE ONLY) NE SPHALT CO SITION SHINGL OF STEM OVER EXISTING ECK, TYP., SEERs PLANS f1_,eN9 5Y5 F— >"" Z u j < Liu Z o LU _J Liu LL LLI W 0 > 0 II CC co 6/.1 co J w < 0 0 0 co I cc4 < oco w z 0 I - Cl) CD CD co CD co 5 I- REVISION DATE l'i,fio-Duce7, SOP e 1//ii PLA,c.:) PARTIAL WEST EXTERIOR ELEVATION - BUILDING E (FOR REFERENCE ONLY) NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP., SEE ROOF PLANS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 PARTIAL SOUTH EXTERIOR ELEVATION - BUILDINGS C & E (FOR REFERENCE ONLY) Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS - OVERALL Drawing Number A3.01 A3.0X_EXT-ELEVS.DWG 0.1 (e) COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM EXISTING STRUCTURAL BRICK COLUMNS, TYP. CP -1 STUCCO • L-2 f / / / INSULATED METAL DOORS WITH VISION GLAZING CP -1 STUCCO NORTH ELEV. - BLDG. B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 64, 340.35' (0'-0") FINISH FLOOR CV 352.35' (12'-0") T.O. PLATE 614 340.35' (0'-0") FINISH FLOOR EXISTING STUCCO EXISTING STRUCTURAL BRICK COLUMNS, TYP. PRE -FINISHED METAL A3.02 COPING , MATCH EXISTING 11111111111 ■■■■■■■■■■■ ■■■■■■■■■■■ MUM MM MM NIMEMENEM ►iiiiiiiiii ■■■■■■■■■■■ MMMMM MUM 11111111111 11111111111 iiiii MOM IMMINKMMEMI IUMMIMMEM MUMMIMMI NUMMIMMI EXISTING MTL. ORNAMENTAL SCREEN & SECURITY GATE A9.01 EAST ELEVATION - BUILDING B - ADDITION SCALE :1/4" = 1-0" EXISTING ROOF BEYOND RT -1 MECHANICAL UNIT BEYOND (DASHED) NEW FIXED ALUMINUM FRAME WINDOWS 'I. CP -1 STUCCO EXISTING MTL. ORNAMENTAL SCREEN (DASHED FOR CLARITY) MATCH EXISTING ROOFING MEMBRANE 7 EXISTING STRUCTURAL BRICK COLUMNS, TYP. EXISTING STUCCO CP -1 STUCCO • L- J GL NEW INSULATED METAL DOORS WITH VISION (,I A7Inlr SOUTH ELEV. - BLDG. B - ADDITION SCALE :1/4" = 1'-0" PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • EXISTING COVERED WALKWAY NEW OUTDOOR WALK-IN FREEZER BEYOND ROOF OVERFLOW D.S. • A6; 0 GL -4 A6.04 GL -4 GL -4 0' GL -4 CP -1 STUCCO EXISTING ROOFING MEMBRANE CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") .66 FINISH FLOOR EXISTING MECHANICAL UNITS, TYPICAL r 1 rt I I 1 1 I I OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT SEC MECI IA 1 NICAL DWGS. T 7 EXISTING ROOF BEYOND CP -1 STUCCO r 7 EXISTING STRUCTURAL BRICK COLUMNS, TYP. NEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) CP -1 STUCCO • •• UNCONDITIONE.D •ENCLOSURE • A6:04' 'SIM. NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • 1 A6.04 • EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE :1/4" = 6.04f SIM: NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB L-2 / 2 SIP NEW INSULATED METAL DOORS WITH VISION GLAZING GL -4 O CP -1 STUCCO EXISTING ROOFING MEMBRANE CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") .66 FINISH FLOOR EXISTING MECHANICAL UNITS, TYPICAL r 1 rt I I 1 1 I I OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT SEC MECI IA 1 NICAL DWGS. T 7 EXISTING ROOF BEYOND CP -1 STUCCO r 7 EXISTING STRUCTURAL BRICK COLUMNS, TYP. NEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) CP -1 STUCCO • •• UNCONDITIONE.D •ENCLOSURE • A6:04' 'SIM. NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • 1 A6.04 • EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE :1/4" = 6.04f SIM: NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB L-2 / 2 SIP NEW INSULATED METAL DOORS WITH VISION GLAZING GL -4 0' CP -1 STUCCO EXISTING ROOFING MEMBRANE CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") .66 FINISH FLOOR EXISTING MECHANICAL UNITS, TYPICAL r 1 rt I I 1 1 I I OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT SEC MECI IA 1 NICAL DWGS. T 7 EXISTING ROOF BEYOND CP -1 STUCCO r 7 EXISTING STRUCTURAL BRICK COLUMNS, TYP. NEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) CP -1 STUCCO • •• UNCONDITIONE.D •ENCLOSURE • A6:04' 'SIM. NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • 1 A6.04 • EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE :1/4" = 6.04f SIM: NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB L-2 / 2 SIP NEW INSULATED METAL DOORS WITH VISION GLAZING • A6.04 • • GL -4 Q • A6.04 • • GL -'2 INSULATED METAL DOORS WITH VISION GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER t architectureplanning interim design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 REGI 4i RED Alex ollu.a ATE OF ASHINGTON ce LLI UJ LL w0 > 0 W °° < 0Q ›;) ,' 0 z co z M g ©C O co ,c!). w z 0 v H 0J 0 0 J_ ILA, WA 98168 I- REVISION DATE /267atittzt, SLOF, Vis/ON Design: Drawn: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number A3.0XEXT-ELEVS.DWG D CV M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM IIS It ilill - - 11 _J _ Fl 1(1 ■■ j-- 1-I-1--, ii11 I■■ I E 1 I---- 11 W L _LL _-� - __ _ __ LI.. I �■ I II I I ■■n 1 L ■■■ _ j _.___1 I-_ GL -'2 INSULATED METAL DOORS WITH VISION GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER t architectureplanning interim design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 REGI 4i RED Alex ollu.a ATE OF ASHINGTON ce LLI UJ LL w0 > 0 W °° < 0Q ›;) ,' 0 z co z M g ©C O co ,c!). w z 0 v H 0J 0 0 J_ ILA, WA 98168 I- REVISION DATE /267atittzt, SLOF, Vis/ON Design: Drawn: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number A3.0XEXT-ELEVS.DWG D CV M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM RT -1 ' OOF ASSEMBLY RT -1 ROOF ASSE CAP SHINGLES LOW PROFILE RSV VENT FILTER ROOFING NAILS (E) 2X BLKG (E) OUTRIGGER (E) TJI -`NEW PRE -FIN FLASING, SECURE 2'-0" O.C. MATCH (E) COLOR, TYP MTL GUTTER & FASCIA, SEE DETAIL 2/A9.03 ` -.-- ----- a 1/2" CLR. VENT EQ'D (E) PRE -MANUFACTURED ROOF TRUSS E) CONT SEALANT CONT. SEALANT `'REPLACE AS REQ'D E) GYP SOFFIT PANEL T-1, ASPHALT SHING E ROOFING ON BUILDING PAPER UNDERLAYMENT (E) PLYWOOD SHEATHING, REPLACE AS REQ'D AIR SLOTS DRAIN SLOTS arch tecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 AIR FLOW REGISTERED (E) GWB CONT SEALANT, REPLACE AS REQ'D (E) GYP. SOFFIT PANEL W/ VENT RETURN RO (E) ROOF SHEA (E) ROOF FRAMIN (E) ING FELT ING (E) ROOF STRUCTURE TATE 0WASHINGTON EAVE DETAIL @ BLDG SCALE : 1 1/2" = 1'-0" EAVE DETAIL @ BL EAVE DETAIL @ BLDG C&D SCALE : 1 1/2" = 1'-0" EAVE DETAIL @ BLDG C&D EAVE DETAIL BLDG A, C & D SCALE : 1 1/2" = 1'-0" EAVE DETAIL ACD RIDGE DETAIL SCALE : 3" = OOF ASSEMBLY, TYP RIDGE @ ASPHALT SHINGLE SCALE:1 TYP RT -1 ASSEMBLY RT -1 ROOF ASSEMBLY RT -1 ROOF ASSEM PRE-FINI O.C. M ED SECURE @ 2'-0" H (E) COLOR RT -1 ROOF ASSEMBLY RT-1.ROOF ASSEMBLY RIDGE INGLE -(E)-PRE-FINSIHED MTL FLASHING , REPLACE AS REQ',D, MATCH (E) COLOR RE -FIN MTL FLASHING 2'-0" O.C. MATCH (E) COLOR (E) CONT SEALANT CKER Q'D ROD, REPLACE AS PRE -FINISHED MTL FLASHING & DRIP, MATCH (E) COLOR '2X6, REPLACE AS REQ'D, MATCH (E) COLOR (E) FASCIA (E) GYP SOFFIT PANEL W/ VENT NT HOLES, CLEAN AS REQ'D PRIOR TO INSTALLATION OF RIDGE VENTS, (E) FASCIA, REPLACE AS REQ'D MATCH ( COLOR CONT SEALANT & kl BACKER ROD (E) STUCC (E) CONT. SEALANT, REPLACE AS REQ'D (E) CEMENT STUCCO -- 2 LAYERS GYP SOFFIT PANEL (E) 3 1/2" O.D. MTL D.S. REPLACE AS REQ'D, MATCH (E) COLOR (E) GLU- M BEAM RIDGE • MECH PLATFORM - E SCALE : 1 1/2" = 1'-0" PRE -FIN MTL FLASHING, REPLACE AS REQ'D, MATCH' (E) COLOR RIDGE MECH PLATFORM E @ BLDG C & 1 1/2" = 1'-0" RAKE CD WEST RAKE DETAIL - BLDG A, C, D & E SCALE : 1 1/2" = 1'-0" RAKE ACD ROOF RIDGE @ BLD SCALE : 1 1/2" = 1'-0" (E) .PRE -FINISHED MTL GUTTER W/ SUPPORT STRAP @3'-0" O.C. REPLACE AS REQ'D MATCH (E) COLOR GUTTER & FASCIA DETAIL, TYP RIDGE @ GLULAM CALE : 3" = 1'-0" GUTTER_FASCIA RT -1 ASPHALT SHINGLE ROOF SYSTEM OOF ASSEMBLY RT -1 ROOF ASSEMBLY RT -1 ROOF ASSEMBL (E) CEMENT STUCCO - CONT SEALANT (E) MTL GUTTER & FASCIA SEE 1/A9.03 (E) PRE -FI W/SUPPOR 3'-0" O.C. REP REQ'D MATCH ( TL GUTTER TRAPS @ E AS OLOR (E) MTL. GUTTER & FASCIA SEE 1/A9.0X (E) CONT. SEALANT, REPLACE AS REQ'D fE) PRE -FINISHED MTL REGLET & COUNTER FLASHING TO BE REMOVED & REINSTALLED OR REPLACED AS REQ'D 0`. (E) GYP. SOF, (E) CEM IT PANEL STUCCO (E) GYP SOFFIT PANEL • ) STRUCTURAL BRICK (E) ROOF DEC SELF ADHE UNDERLA NG ENT FRAMING GRANULATED SELF ADHERING UNDERLAYMENT, EXTEND 4'-0" EACH SIDE OF THE VALLEY RT -1 ROOF ASSEMBLY EAVE MECH PL FORM - BLDG E SCALE : 1 1/2" = 1'-0" EAVE MECH PLATFORM E EAVE @MUSIC SCALE : 1 1/2" = 1'-0" EAVE D TAIL@GYM-BLDGB VALLEY DETAIL, TYP FLASHING DETA STUCCO EAVE @ MUSIC SCALE : 1 1/2" = 1'-0" EAVE B GYM VALLEY FLAS INGLES SCALE : 1 1/2" = 1'-0" ROOF FLASHING RT -1 ROOF ASSEMBLY Design: Drawn: Checked: Project No. r(iviavvau rvrr C COMPLIANCE MPJppLROVED A&EP 0 8 2017 RT -1 ROOF ASSEMBLY RAISE PIPE AS NECESSARY TO ROVIDE 8" MIN. OVE FINISHED OOF (E) VENT CAP RE -INSTALL AS REQ'D BOOT FLASHING, FOR DETAILS SEE 1/A9.02 RT -1 ROOF ASSEMBLY MTL. COUNTERFLASHING FASTENED 12" O.C. SELF -ADHERED FLASHING MEMBRANE LAP 24" W. SELF -ADHERED FLASHING STRIP OVER MTL. COUNTERFLASHING OVER SELF -ADHERED FLASHING MEMBRANE ASONRY WALL City of Tukwila BUILDING DIVISION NT - CONT, REPLAC 'D L REGLET & PRE -FIN FLASHING TO BE REINSTALL. REQ'D. BUILT UP CRICKET Issuance PERMIT SET (E) VENT PIPE HEAT WELDED T-1 ROOF ASSEMBLY Date: 3/8/2017 PRE --FIN FLASHING, SECURE @ 2'-0" O.C.; MATCH (E) COLOR, TYP RT -1 ROOF ASS =ROOF UND (E) B (E) ROOF DECK KER ROD SEALANT, P AROUND (E) STRUCTURAL BRICK P.T. CONT. BLKG EIVED TUKWILA CUT & FIT RIGID INSUL, FLUSH & TIGHT TO DECK & BLKG SEP 012017 FLANGE SET IN MASTIC AND FASTEN RT -1 VENT FLA ING TYP PERMIT CENTER EAVE • L I ' ' A RY KE DETAIL : GYM - DG B SC. E : 1 1/2" = 1'-0" TYP VENT FLA .„ G @ LE : 1 1/2" = 1'-0" EAVE @ LIBRA SCALE: KE B GYM ROOF TRANSITION @ SLOPE, TY SCALE : 1 1/2" = 1'-0" ROOF TRANSITION DETAIL @ SHINGLES METAL FLASHING COURSE @ BOTH SI RIDGE TYP, LAP THE F JOINTS IN THE DIRECT! WATER FLOW. NAIL FLA PIECES TO THE (E) ROOF SHEATHING ABOVE THE TO EACH SHINGLE COURSE SINGLE SOF SHING OF ING Drawing Title EXTERIOR DETAILS - ROOF A9.02 DETAILS-ROOF.DWG Drawing Number FLASHING DETAIL • M', S SCALE: ROOF FLASHING GHT©2015 CNI ROLLUDA ARCHITECTS INC' UWIA PUBLIC SCHO ELEENTARY SCHOOL ABBREVIATIONS AFF ABOVE FINISHED FLOOR APPROX APPROXIMATE ARCH ARCHITECTURAL I3LDG BLKG BO CJ CL CLR COL CONC CONT D DEMO DTL DIA DIM DN DS DWG E (E), EXIST EJ EL ELEC EQ EQUIP FCIO FIN FO FOIC FT GA GALV GWB GYP BD H HORIZ HR HT HVAC ID INSUL L BUILDING BLOCKING BOTTOM OF CONTROL JOINT CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS, CONTINUE DEEP, DEPTH DEMOLISH, DEMOLITION DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT DRAWNG EAST EXISTING EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL EQUAL EQUIPMENT FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FINISH, FINISHED FACE OF FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FOOT, FEET GAGE, GAUGE GALVANIZED GYPSUM WALL BOARD GYPSUM BOARD HIGH HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIAMETER INSULATE, INSULATION LONG MAX MECH MEZZ MFR MIN MISC MTL N NIC NO NTS OC OH OD OPNG OPP ORD PERP PLYWD PL PR PT RD REINF REQD REV RM RO S SHT SHTHG SIM SPEC SQ SS STL STOR STRUCT SUSP T&G TO TYP UON VERT W/ W/O WD REFERENCE SYMBOLS BUILDING SECTION INDICATOR xx II SECTION INDICATOR SECTION DETAIL INDICATOR DRAWING REVISION INDICATOR XX' -XX" XXXXXXX ELEVATION INDICATOR Q MATCH LINE SEE SHEET AX.XX MATCHLINE INDICATOR MAXIMUM MECHANICAL MEZZANINE MANUFACTURE, MANUFACTURE MINIMUM, MINUTE MISCELLANEOUS METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN PERPENDICULAR PLYWOOD PROPERTY LINE PAIR PAINT, POINT, PRESSURE TREATED RADIUS, RISER ROOF DRAIN, ROAD REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOM ROUGH OPENING SOUTH SHEET SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TONGUE AND GROOVE TOP OF TYPICAL UNLESS OTHERWISE NOTED VERTICAL WEST, WIDE WITH WITHOUT WOOD - - I I I I I ENLARGED DETAIL INDICATOR COLUMN GRIDLINE INDICATOR x.x FLAGNOTE X:X X SLOPE INDICATE SLOPE SLOPE DIRECTION INDICATES NEW OR EXISTING GENERAL NOTES LS -- CASCADE VIEW OOF REPLACEMENT 1. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 2. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS ON THE PROJECT AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. 6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE, FACE OF STUD AND FINISH FACE OF WALL, UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 9. CONTRACTOR TO COMPLY WITH CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL AND ELECTRICAL NOTES. 10. MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS. 11. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 12. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 13. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 14. VAPOR BARRIERS. CONTINUOUS AND APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED AS INDICATED. SEAL ALL EDGES. 15. CONTRACTOR AT BEGINNING OF WORK TO FLUSH ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER. AT CONCLUSION OF WORK CONTRACTOR TO TEST ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER AND TIGHT LINES THROUGHOUT BUILDING AND PROVIDE CONFIRMATION REPORT TO OWNER. 16. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 17. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 18. CONTRACTOR SHALL COORDINATE WITH FACILITIES FOR REMOVAL OF ROOFTOP MOUNTED EQUIPMENT AS NEEDED FOR CURB AND FLASHING INSTALLATION, AND RE -ROOFING 19. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 20. CONTRACTOR SHALL PROTECT ALL ROOF OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 21. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 22. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES. 23. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS THAT ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS USED ON THIS PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 24. INTERIOR PARTITION TYPES ARE GENERALLY KEYED ON ARCHITECTURAL FLOOR PLANS. SEE PARTITION TYPE FOR DESCRIPTIONS. THE FINISH SCHEDULE AUGMENTS THE PARTITION TYPE DESCRIPTION WITH INFORMATION REGARDING MATERIALS AND FINISHES. 25. GENERALLY, THE EXISTING ELEMENTS ARE SHOWN WITH LIGHT SCREENED LINES, WHILE NEW OR DEMOLISHED ELEMENTS REQUIRED BY THE PROJECT ARE SHOWN WITH DARK LINES. 26. ALL DOOR NUMBERS APPEAR ON THE 1/8" PLANS EXCEPT WHERE ENLARGED PLANS ARE INDICATED. RELITES ARE NOT SCHEDULED UNLESS THEY ARE ADJACENT TO A DOOR. INDEPENDENT RELITES ARE SHOWN ON INTERIOR ELEVATIONS AND DETAIL KEYS ARE INDICATED THERE. NOTE THAT HOLLOW METAL DOOR SECTIONS ALSO OCCUR AT CERTAIN EXTERIOR ELEVATIONS. 27. MATERIAL FINISH CODES WHICH IDENTIFY MATERIAL AND FINISHES THROUGHOUT THE DRAWINGS ARE LISTED ON THE FINISH SCHEDULES. THE SPECIFICATIONS SECTIONS WHICH DEFINE THE MATERIALS ARE REFERENCED. FINISH SCHEDULE INDICATES THE VARIOUS FLOOR, WALL AND CEILING FINISHES IN THE INDIVIDUAL ROOMS INDICATED. REFER TO THE FINISH SCHEDULE NOTES FOR GENERAL FINISH INFORMATION AND WORK. 28. DEFINITIONS OF FINISH CEILINGS ARE SHOWN ON THE REFLECTED CEILING PLAN. MATERIAL, DIMENSIONS OF ELEMENTS WITHIN CEILING, AND SPOT ELEVATIONS OF VARIOUS CEILING PLANES ARE SHOWN. LAYOUTS OF LIGHT FIXTURES, MECHANICAL DIFFUSERS, ETC. IN ROOMS WITHOUT CEILINGS ARE SHOWN FOR DESIGN CLARITY ON REFLECTED CEILING PLANS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR RESPECTIVE LAYOUTS, COORDINATE AS REQUIRED. 29. ROOFING TYPES ARE INDICATED ON THE ROOF LEVEL PLAN AT WHICH THEY OCCUR. THE MATERIAL FINISH CODE (RT) DESIGNATES ROOF TYPE DESCRIPTION. PROVIDE THERMAL ROOF INSULATION AS INDICATED BY ROOFING CODES/ S 133RD ST S 1351H ST S 128TH ST S 130TH ST 0 � SITE LOCATION MAP TU<WILA SCALE: N.T.S. PROJECT DATA INFORMATION PROJECT DESCRIPTION: EXISTING ELEMENTARY SCHOOL BUILDING ROOF SYSTEM REPLACEMENT AT BUILDINGS A, B, C, D, E. TOTAL BUILDING ROOF SYSTEM REPLACEMENT AREA = 80,346 SF SITE ADDRESS: 13601 32ND AVE S 98168 PARCEL NUMBER: 1623049038 LEGAL DESCRIPTION: POR OF SE 1/4 OF SEC 16 -23 -4 -BEG 30 FT W OF NE COR TH N 89-52-58 W 519.63 FT TH SLY TO PT ON W EXT OF N LN OF JORGENSENS ADD SD PT BEING S 87-53-30 W 535.10 FT W OF E LN OF SUBD TH E ALG EXTND LN & N LN OF SD PLAT TO NE COR OF PLAT TH S ALG E LN LOT 1 60 FT TH E 30 FT TH N PLW E LN OF SUBD 172 FT TH E 120 FT TH N TO BEG & VAC POR OF JORGENSENS ADD & BEG 663.42 FT S OF NE COR OF NE 1/4 OF SE 1/4 TH N TO S LN OF JORGENSENS ADD TH W FOL S LN OF SD PLAT TO SW COR OF LOT 5TH S 02-51-51 W 69.68 FT TH S 01-40-11 WTO PT N 89-52-59 W OF BEG TH S 89-52-59 E TO BEG PROJECT TEAM OWNER ARCHITECT TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET, TUKWILA, WA 98168 CONTACT: JEFF FEENEY, PROJECT MANAGER TEL: (206) 979 - 9370 ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323, SEATTLE WA, 98104 CONTACT: ALEX CLARK ALEX.CLARK@ROLLUDAARCHITECTS.COM TEL: (206) 624-4222 FAX: (206) 624-4226 DRAWING INDEX GENERAL G0.01 COVER SHEET ARCHITECTURAL A1.01 A1.02 AD1.01 AD1.02 AD1.03 AD1.04 A2.11 A2.12 A2.13 A2.14 A3.01 A3.02 A4.01 A4.02 A6.01 A9.02 A9.03 A9.04 SITE PLAN KEY SHEET DEMO PLAN - BUILDINGS A & B DEMO PLAN - BUILDING C DEMO PLAN - BUILDING D DEMO PLAN - BUILDING E ROOF PLAN - BUILDINGS A & B ROOF PLAN - BUILDING C ROOF PLAN - BUILDING D ROOF PLAN - BUILDING E EXTERIOR ELEVATIONS - OVERALL EXTERIOR ELEVATIONS - CAFETERIA EXPANSION BUILDING SECTIONS WALL SECTIONS FINISH SCHEDULE EXTERIOR DETAILS - ROOF EXTERIOR DETAILS - ROOF EXTERIOR DETAILS - ROOF SEPARATE PERMIT REQUIRED FOR: Egi*• Chanical Electrical L'fumbing ca -6; Piping City of Tukwila BUiLDlNG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building. Division. NOTE: Revisions will require a now plan submittal and may include additional plan review fees, Permit him COPY >I`7 --005V Plan review approve' is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an... •Ions is acknowledged: REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila BUILDING DIVISION Q By: Date: 0 t' Li I IO City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER 7po�5o PERMIT ilua® m ��,'rts architectureplanning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 i1�1ef*1' REG TERED 4 \ STATE • WASHINGTON u Ll� 0 U w I ft L Ili 0 > 0 co Lid ui CO UJ < 0 QQ U0c Q m U C!) F, REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title COVER SHEET Drawing Number G0.01 G0.01 COVER.DWG 3/13/2017 8:41 AM HT 2015 ROLLUDA ARCHITECTS INC EXISTING CHAIN LINK FENCE TO REMAIN NEW 6'-0" HT. CHAIN LINK FENCE W/ SECURITY GATE, SEE DETAIL 5/A1.01A architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 EXISTING CHAIN LINK FENCE TO REMAIN '- 171.-36i'° t a _. • NEW CARD READER AT EXISTING DOOR #E127-1 i BUILDING E PLAY AREA SEE ; 1:;;7 I_.1Ea'�'4" 13A6ERAL.L. F E5_1) GATE G-4 `.L:.P}",ii' TOP . , 1L4-'3 t PA E EE3't.. 4' ° `f , i• SEE s 2 V' I ice` rL-, �. �,/ ,-41 i‘1L:�`:'•'7 i• «i ' ili\ / AL,.. 1 410. I ' NEW OUTDOOR WALK-IN FREEZER PLAY \ t` r.T' :,-,f, SEE L P- €,IP'P53f t:_; `:_. BUILDING D REVISION GATE G-3 GATE G-2 1.0ADINEY 7-7,2;0'.:" MII P1 _c r t ol'.-`'. OF Y r 71 i 01: u,lTE Egl POZV'L- O y t -..,fit,+. b� , t � f_V' MAIL -9Z; � -f- REPAIR EXISTINGriirl?i CHAIN LINK FENCE E."15111',;(3 r� - e� > t'9El..i� .._..,...•,,..,..7...:...�..._.__ •+.,fig:✓ 6..Y-�� i �.,. �i HIGH cH It[ LINK Sti EENEP DUMPS -TR R ARE MIN. 6'I,1I1y`fs' OFENINS L.E� UILDING B -EXI il 3` __ 50I YAPS? SE f 3AG IK RANT EXISTING CHAIN LINK: FENCE TO REMAIN NEW 6'-0" HT. CHAIN LINK FENCE W/ DOUBLE LEAF SECURITY GATE NEW 6'-0" HT. CHAIN 4 LINK FENCE W/ DOUBLE LEAF SECURITY GATE, SEE DETAIL 6/A101A POWER -GENERATOR W/CMU ENCLOSURE NEW CARD READR AT EXISTING -GATE G-1 Design: Drawn: Checked: Project No. AC MM/JC AC NEW CAFETERIA PATCH EXPANSION EXISTING SIDEWALK. REVIEWED FOR CODE COMPLIANCE APPROVED MA2821 Issuance PERMIT SET Date: 3/8/2017 ;..: 6EW-SECURED VESTI`BUL NE.. W/:CARD REAI4 E'R ANU vI;UEOSECIIRI I Y Y �tslt',311 I-IY 'IEI 1'r Drawing Title SITE PLAN RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER Drawing Number SITE PLAN SCALE 1" = 30`-0" N A1.01 SITE.DWG CV co N- C M GHT © 2015 ROLLUDA ARCHITECTS INCM TOr architecture planning interia 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 SHEETS: - AD1.04 - A2.04 BUILDING E SHEETS: - AD 1.04 - A2.04 BUILDING E 1 el= I I ti I I =IMO I I BUILDING C SHEETS: - AD 1.02 - A2.02 - A2.12 BUILDING D SHEETS: - AD 1.03 - A2.03 - A2.13 it BUILDING C rill I I 1212=1 I I II =1:1 II Ny` I I I e-(+ _., I 1 BUILDING D I I C221211011.14113 I 'Iy DEMI �.a BUILDING A& B SHEETS: - AD1.01 - A2.01 - A2.11 N1° 40' •16"E N. :4,:r 4 ,,,,t; 0 ,t44:1 ii "tr. . s��, : lis.44* A: 41$46. .41 ai.i► t#• . • Wit 1 SI *iM' J. '� .. •.`. BUILDING A & B SHEETS: - AD1.01 - A2.01 - A2.11 REVIEWED FOR ODE COMPLIANCE APPROVED MAR 28 2017 City of Tukwila BUILDING DIVISION NEW CAFETERIA EXPANSION NEW SECURED VESTIBULE RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER KEY SHEET SCALE : 1" = 20'-0" ce Q� �U J LLQ a. _1� LU 0 L Lu O 2 EP co J O 0 a_.ILANJ `lo OI -000 rno Ill c° ��� 0 c 0 Qa=a�'� 0 p 'S co t— � co (f) 1 co goy Y w CO Li O CO M12 o 12' P. �_ U CtS design. 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B109 VESTIBULE B101 BOYS B115 GIRLS B106 VESTIBULE B102 MULTI-PURPOSE/ CAFETERIA B103 1 I 1 I =I= I I I I I I MEM I I MOO I I MIN CUST. B104 CHAIR STRG. B110 P.E. GYMNASIUM B111 . • .. ' • . • • .. • • • . .• • . • • . • • . . • • % •. 4'-8" 40'-2" : • • . : 9'-10" BUILDING B 51'-0" 19'-8" 36'-0" ,qDG GENERAL DEMOLITION NOTES: 1. THE REMOVAL INDICATED ON DEMOLITION DRAWINGS INDICATES SPECIFIC DEMOLITION WORK TO BE DONE ON OR WITHIN THE EXISTING BUILDING TO BE REMODELED. IT DOES NOT INDICATE EVERY ITEM WHICH IS REQUIRED TO BE REMOVED. REMOVE ALL EXISTING ITEMS AS NECESSARY TO ACCOMPLISH THE WORK INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. SEE SECTION 024119 SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS. 3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND CIVIL FOR ADDITIONAL INFORMATION. 4. ALL EXISTING FLOORING, WALLS, BEAMS, COLUMNS AND CEILING ELEMENTS WHICH ARE TO REMAIN, BUT ARE DAMAGED DURING DEMOLITION SHALL BE PATCHED OR REPLACED BY THE CONTRACTOR. 5. CUTTING AND PATCHING OF EXISTING BUILDING COMPONENTS IS NOT SHOWN. REFER TO SPECIFICATION SECTION 017329 "CUTTING AND PATCHING" FOR DESCRIPTION OF WORK. 6. REMOVE EXISTING ASPHALT SHINGLE ROOFING THROUGHOUT. PREPARE SUB -BASE AS REQUIRED TO RECEIVE NEW SHINGLE AND MEMBRANE ROOFING AS NOTED ON ARCHITECTURAL DRAWINGS. LEGEND EXISTING WALL Tyzz_72 DEMO WALL DEMO DOOR REMOVE (E) CARPET REMOVE (E) VCT (E) FINISH TO REMAIN REMOVE RECESS WALK OFF MATT REMOVE (E) CONC. SLAB 10 - DEMO FINISH NOTES REMOVE EXISTING ROOF/EDGE PROFILE AS REQUIRED TO INTERFACE WITH NEW CAFETERIA EXPANSION. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE AND RELOCATE BENCHES SEE A1.01 FOR NEW LOCATIONS REMOVE WALKWAY REMOVE AND RELOCATE STONES, SEE A1.01 REMOVE CASEWORK REMOVE AND RELOCATE GATE(S), SEE A9.01 REMOVE WINDOW §..> RELOCATE KNOX/KEY BOX TO EXTERIOR OF SECURED VESTIBULE RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER SCALE: 1/8" = REVIEWED F CODE COMPLIANCE APPROVED MAR 28 2017 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 4 RAE iffx - Alex a STATE OF WASHINGTON Ui 0 REVISION DATE Design: Drawn: Checked: Project No. AC JC/MM/JL AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title DEMO FLOOR PLAN - BUILDING A& B Drawing Number AD1.01 ADI.01 BLDG-A B.DWG CO •••••• 'C'e) COPYRIGHT <0 2015 ROLLUDA ARCHITECTS INC GATE G-5 GIRLS HU itects architecture planning interior design 105 S. 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SEE SECTION 024119 SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS. 3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND CIVIL FOR ADDITIONAL INFORMATION. 4. ALL EXISTING FLOORING, WALLS, BEAMS, COLUMNS AND CEILING ELEMENTS WHICH ARE TO REMAIN, BUT ARE DAMAGED DURING DEMOLITION SHALL BE PATCHED OR REPLACED BY THE CONTRACTOR. 5. CUTTING AND PATCHING OF EXISTING BUILDING COMPONENTS IS NOT SHOWN. REFER TO SPECIFICATION SECTION 017329 "CUTTING AND PATCHING" FOR DESCRIPTION OF WORK. 6. REMOVE EXISTING ASPHALT SHINGLE ROOFING THROUGHOUT. PREPARE SUB -BASE AS REQUIRED TO RECEIVE NEW SHINGLE AND MEMBRANE ROOFING AS NOTED ON ARCHITECTURAL DRAWINGS. LEGEND EXISTING WALL 771T DEMO WALL DEMO DOOR REMOVE (E) CARPET REMOVE (E) VCT (E) FINISH TO REMAIN REMOVE RECESS WALK OFF MATT REMOVE (E) CONC. 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THE REMOVAL INDICATED ON DEMOLITION DRAWINGS INDICATES SPECIFIC DEMOLITION WORK TO BE DONE ON OR WITHIN THE EXISTING BUILDING TO BE REMODELED. IT DOES NOT INDICATE EVERY ITEM WHICH IS REQUIRED TO BE REMOVED. REMOVE ALL EXISTING ITEMS AS NECESSARY TO ACCOMPLISH THE WORK INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. SEE SECTION 024119 SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS. 3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND CIVIL FOR ADDITIONAL INFORMATION. 4. ALL EXISTING FLOORING, WALLS, BEAMS, COLUMNS AND CEILING ELEMENTS WHICH ARE TO REMAIN, BUT ARE DAMAGED DURING DEMOLITION SHALL BE PATCHED OR REPLACED BY THE CONTRACTOR. 5. CUTTING AND PATCHING OF EXISTING BUILDING COMPONENTS IS NOT SHOWN. REFER TO SPECIFICATION SECTION 017329 "CUTTING AND PATCHING" FOR DESCRIPTION OF WORK. 6. REMOVE EXISTING ASPHALT SHINGLE ROOFING THROUGHOUT. PREPARE SUB -BASE AS REQUIRED TO RECEIVE NEW SHINGLE AND MEMBRANE ROOFING AS NOTED ON ARCHITECTURAL DRAWINGS. DEMO FLOOR PLAN - BUILDING D LEGEND EXISTING WALL 1 32 DEMO WALL DEMO DOOR • REMOVE (E) CARPET REMOVE (E) VCT (E) FINISH TO REMAIN REMOVE RECESS WALK OFF MATT REMOVE (E) CONC. SLAB RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER SCALE : 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 28 2017 City of Tukwila BUILDING DIVISION ilu a tect architecture planning interior design 105 S. 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THE REMOVAL INDICATED ON DEMOLITION DRAWINGS INDICATES SPECIFIC DEMOLITION WORK TO BE DONE ON OR WITHIN THE EXISTING BUILDING TO BE REMODELED. IT DOES NOT INDICATE EVERY ITEM WHICH IS REQUIRED TO BE REMOVED. REMOVE ALL EXISTING ITEMS AS NECESSARY TO ACCOMPLISH THE WORK INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS. 2. SEE SECTION 024119 SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS. 3. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND CIVIL FOR ADDITIONAL INFORMATION. 4. ALL EXISTING FLOORING, WALLS, BEAMS, COLUMNS AND CEILING ELEMENTS WHICH ARE TO REMAIN, BUT ARE DAMAGED DURING DEMOLITION SHALL BE PATCHED OR REPLACED BY THE CONTRACTOR. 5. CUTTING AND PATCHING OF EXISTING BUILDING COMPONENTS IS NOT SHOWN. REFER TO SPECIFICATION SECTION 017329 "CUTTING AND PATCHING" FOR DESCRIPTION OF WORK. 6. REMOVE EXISTING ASPHALT SHINGLE ROOFING THROUGHOUT. PREPARE SUB -BASE AS REQUIRED TO RECEIVE NEW SHINGLE AND MEMBRANE ROOFING AS NOTED ON ARCHITECTURAL DRAWINGS. 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SLAB dimeAVS �.. 0AVAVAwAwAwA ..Ac A `7,,,, wAVAwVAwAVwAVAVwAVAwVAVAwAVVAwAwAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAA 1 A�AVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAw� rVIVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVA� YAwAwAwAwAwAwAwAwAwAwAwAwAwAwAwAwAwAwAt•ir!1!1L'IL►TARIM% %.AVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAA WAYAWATIik V 1 �_itaVA,7 ►rAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAwAVAVAVAVArAwA� vk i rA �AVAwAwAwAwAVAVAwAVAVAwAwAVAwAVAVAwAVAwAwAVAwAwAVAVAVAVAwAwAVAwAVAVAwAVA_V 116��i�i�i�i�i���i�i�i�i���i�i�i�i�i�i�i�iwAVAVAVAVAVAVA�AVAVAVAV�wAVAVv � y� REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila ILDIN RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER B illu rc CIS architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 ATE OF W SHINGTON REVISION DATE Design: Drawn: Checked: Project No. AC MM/JL AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title DEMO FLOOR PLAN BLDG. E Drawing Number AD1.04 AD1.04 BLDG E.DWG co M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM NEW MECHANICAL UNIT ON (E) CURB, SEE DETAIL 1/A9.04 (E) MECHANICAL DUCTING, TYP. SEE DETAIL 5/A9.04 ® NEW WALK-IN FREEZER CONDENSOR UNIT ON MTL. CURB, SEE DETAIL 1/A9.04 architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 NEW MECHANICAL UNIT ON (E) CURB, SEE DETAIL 1/A9.04 EXISTING MECHANICAL ITEMS IN THIS AREA TO BE REMOVED & RE -INSTALLED, SEE DETAILS 1, 4, 6 ON SHEET A9.04 0 0 0 LJ I�l-tJPDAT_E ME CHANICAL UNIT � I WIfHII ERISTIt __— fl 1 PEEN — 4: f 2 i(E) 0 0 0 tE1ME6H 6AL r ITIONM L.dUF: E SAI 22 A9�04 SEE DET/$11, / 9J4I (E) MTL. GUTTERS & DOWNSPOUTS, REPLACE AS REQUIRED, MATCH – EXISTING COLOR, TYP. WP -2 (E) ROOF DRAIN W/ OVERFLOW, CLEAN PRIOR T INSTALLATION OF WP -2 ROO ASSEMBLY, TYP. REVIEWED FOR ODE COMPLIANCE APPROVED MAR 2 8 2017 NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. A2.11 ROOF-BLDG A B.DWG RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER lest'?4,Y a ;� COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC liurc !teats architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 Alex E. ATE OF SHINGTON REPLACE ALL METAL GUTTERS & DOWNSPOUTS AS REQUIRED. MATCH EXISTING COLOR, TYP EXISTING MECHANICAL MEZZANINE IN PLENUM, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila BUILDING DIVISION NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER � Z Q H w W a, J w W W Q i0 w a J UO CO QU U co REVISION Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title DATE ROOF PLAN - BUILDING C Drawing Number A2.12 A2.12ROOF-BLDG-C D.DWG COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM MATCH LINE .. �'.�.. architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 I I ® I I O I I ® / I ® I REPLACE (E) METAL GUTTERS & DOWNSPOUTS AS REQUIRED. MATCH EXISTING COLOR, TYP OPEN COURTYARD EXISTING MECHANICAL MEZZANINE IN PLENUM, TYP. LINE OF BUILDING BELOW , TYP I ,1`� —, I I li I I II II I II I MATCH LINE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 28 2017 I ® I I =MIN I =110111111111111=11=1111 MATCH LINE I 111111111101111 I I =MN I I =EMI I I 1199111111111111 I I 11111111111101111 I I I I =1411111 I I 1121111111111 I I 10912101011 I 1121= I I O I I ® I I NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. RECEIVED CITY OF TUKWILA MAR 10 2011 PERMIT CENTER ROOF PLAN - BUILDING D SCALE : 1/8" = 1'-0" F - Z LUU LTJ 0_ —� W L LL LUO > 0 n Ce i) • 0 0� U O Z� U c0 REVISION Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title ILA, WA 98168 I- DATE ROOF PLAN - BUILDING D Drawing Number A2.13 A2.12ROOF-BLDG-C D.DWG N M COPYRIGHT 0 2015 ROLLUDA ARCHITECTS INCM 1 1 1 1 I 11 1 1 1 1 l 1 (E) ROOF DRAIN W/ OVERFLOW, CLEAN PRIOR TO INSTALLATION OF WP -2 ROOF ASSEMBLY, TYP. architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 I I I A9.02 Iv IDAT-ED NTN 1 G ECH.. _ I I � 1 l N1 X11 11 � 1� It 1 LEtV1111 n , I , I i11�1%�� i I'�i;1IJIJJ►- j�Ao2 �w - — _ T- T I I I ` v 1 11 ' ri ' 1 j - �_ �� - ! C 1 _ 1 n �_ I �- 11 1, + 1, �- VP& I 1 r 1 1_ I I 1 1 J__ C ��� ��� —rte �� -- w �� _ I ��� - �—r d Ardwir APA / -/� �r v I ®',1 -41$, /r A '�D� .j���g/ArAAr� - �M �.�/ _ bid ►��. ► A � • _ MIJ- iir-- II////I/I%II/II/t:l/ts/�T/t/t//II/I///1AraF III/////////li4rVIIIdwirmK�I.r//IimEr_ �fI///.r &WNWe. � 744��%1 r� IK.P W��. i.d..If ././.�. 4frAPprel�'i.. �v .A ,Irr� ii���� �������inrr�d a�ilydv �.r.� � .� ►.�.�i� � ��� iliP i■ indri,�o►s % .� I UiiiU II I _ I I I iiiii I ri'r .rrAl 1 i I n_ iitIM . �i_ _ I_ _ 1 PD TO XIST NG � HpNICf�L st �" i ctom A�� ��� �.ry � ID -�� ��71 V � T r - - -� , : _ � I - I 1 - j WN INT- SIDE IEX T G 11ENU EYP �� �� ,� � �!1, ��� ! P _1 EI �I ERHANIICAL�y 1 ; I to IS i_J iM' II ��L� .' °R�1T�0It S�IT�a� �0 A f�Y� J 'i,I ��r ��_ r ��►' row, ` I �I I ! _r /■mo i Alai Actor/ d /rit -mid A+Aeyr l'44r AZ CONDENSING UNIT ON EXISTING CURB TATE uF WASHINGTON REPLACE ALL METAL GUTTERS & DOWNSPOUTS AS REQUIRED. MATCH EXISTING COLOR, TYP OPEN COURTYARD REVISION DATE \1, MM."Emor - - — VALLEY [ NE MECH WITHtN X11 -TI I�G-1 E H kN-ICAI1UNIT I � 1 11 1 I I LT 111—'1L -- [NE1rLINIEc}-LUNjI ON -E- TIN_ CURB LINE OF BUILDING BELOW ROOF OVERHANG, TYP WED OR MPLI\4NCE OVE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET I ® I I ® I I ® 1 I I I I I I I I I I I I I I I I 1 1 I I MATCH LINE I 11012111111111 I I =El I I 1 1 ® 1 I ® I NOTE: 1. SEE FINISH LEGEND ON SHEET A6.01 2. IF ANY DAMAGED OR WATER SOAKED ROOF INSULATION OR SUBSTRATE MUST BE REPLACED NEW ASPHALT RE -ROOF OVER (E) ROOF DECK NEW SHEET MEMBRANE ON (E) SHEET MEMBRANE NEW SHEET MEMBRANE ON TAPERED RIGID INSUL. 4:12 (E) RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER Date: 3/8/2017 Drawing Title ROOF PLAN BLDG. E A2.14 ROOF-BLDG E.DWG Drawing Number SCALE : 1/8" = 1'-0" N co ti N M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM T.O. WALL NEW FIXED ALUMINUM WINDOW WITH COLOR FINISH TO MATCH EXISTING EXISTING BUILDING SIGNAGE TO REMAIN NEW CAFETERIA EXPANSION BEYOND NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP., / SEE ROOF PLANS — • • = .'.2=2.^%in so "": Lar' an. mum r 1 I r IT r7 r 1 r "••'-•,•"-•`,r-"t5, _ J L.J J .1 N fl1L : L D_C LrI •••,,-; r4 • u=4=-1 „ „ r. 1111•110•11•••••111= MUNIC•11=11•1. M=M=11111M1 =I= =IMIM= =111•,••••MME WM • MIMMINIMIN 11111115•211,111MIM WOLK., AM 11111•11. /NM N......•1111INM MMI=M••••I NEM MMENN. IMM NIMIIIIONINIMINE =MUM -- MIN NM IMM•••• EAST EXTERIOR ELEVATION - BUILDINGS A & B SCALE : = 1-0" ,`•4;1-t;•-41- rr mon, ..e ----P-im ... ura r 1 _Lig.. vestin _num1 Oil:! CP -1 STUCCO NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP, , SEE ROOF PLANS ,KTZ- 4.00 "TY1g% ' . •••• ' . . MT!, 1,--.11t%,11201.s15 cort rAlfrld . „ ./46/*KrIts-g. / . • 4-reaR4,4 Hogsic;... PeN5• • . „ X?. •_i PL,26s5 5Y5 tr- i. s , • ,• . , PARTIAL NORTH EXTERIOR ELEVATION - BUILDINGS D & E (FOR REFERENCE ONLY) SCALE : 1/8" = 1'-0" Fa. • H r ". . . . . . , \ e- rzi;%Pf Fyg. I'L,Pc•:.5 01U WNC. NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP., SEE ROOF PLANS . :z.;r0..taz,e2r -NRE.14. • iri 4-J- 4. MTh L-OLAVK5.- -roLouvg,,:Itir:rL6klLM )K)'fl 1-'rE t10-,-111-2.? rNi54-ep. FA � 6turTer‹,7, r -71-74N9 5YS 144„, - • •••••• \ • 1=,•nesvictott*esi e - 114.-MitCtot4 Holt Ni. • - • -r or60t‘-t,, . . t--1,PA,q1C)K4 ' rc-)Ui PARTIAL WEST EXTERIOR ELEVATION - BUILDING E (FOR REFERENCE ONLY) SCALE : 1 /8" = 1'-0" 5Y5 et.p.it'41.3-14r.--t7 MIL iLL a NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP., SEE ROOF PLANS i"1--#,5 Pres-Ftkits.k-trso ive-pskt.0,w Fitietcritk Guilt -1,2. -Tye 1-1ViNC- 4;LUIe 11/01,-.0 Lo...1".0 id I ('',C.) I .14.40.4 4.41i4c744 GOO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 28 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT bENTER . . . . 51-=-% 000' r • 1.6.4_01-4, wit -1,00Q .T-r'r -1 P6' • 5Y`') FoU 11°Isj AU( r:76INS) TY?: PARTIAL SOUTH EXTERIOR ELEVATION - BUILDINGS C & E (FOR REFERENCE ONLY) SCALE : 1 /8" = 1-0" • -e..)"01,417 5X1Slit--16ce:ANZ, ••-•••---,: • .„ y architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 F— Z 11.1 < LLI eL u j wQ WO 5 0 m 0 kola LI -I c09) < 0 < 0 0 Cn cc, < OCOVP w 0 ce U) O I— • . I CO 0= (1) < C1:7 .st • CO CO CO 5 I- REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS - OVERALL Drawing Number A3.01 A3.0X_EXT-ELEVS.DWG C Cr) "'Cr) COPYRIGHT® 2015 ROLLUDA ARCHITECTS INC EXISTING STRUCTURAL BRICK COLUMNS, TYP. CP -1 STUCCO / -GL-2 i / / INSULATED METAL DOORS WITH VISION GLAZING CP -1 STUCCO NORTH ELEV. - BLDG. B - ADDITION SCALE : 1/4" = 1'-0" >- cV Ch 352.35' (12'-0") T.O. PLATE 0 CV FINISH FLOOR 352.35' (12'-0") T.O. PLATE EXISTING STUCCO EXISTING STRUCTURAL BRICK COLUMNS, TYP. 340.35' (0'-0") If FINISH FLOOR 0 CV RT -1 ASPHALT ROOF SYSTEM PRE -FINISHED METAL COPING , MATCH EXISTING • • • • r i i MI CP -1 STUCCO [I 1111 I I 1 1111 A9.01 -II • r EXISTING MTL. ORNAMENTAL SCREEN & SECURITY GATE EAST ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1-0" EXISTING ROOF BEYOND RT -1 MECHANICAL UNIT BEYOND (DASHED) NEW FIXED ALUMINUM FRAME WINDOWS P P EXISTING MTL. ORNAMENTAL SCREEN (DASHED FOR CLARITY) MATCH EXISTING ROOFING MEMBRANE EXISTING STRUCTURAL BRICK COLUMNS, TYP. EXISTING STUCCO CP -1 STUCCO • 1 II I I -GL / / -2 / GL -'2 / / 1 A9.01 NEW INSULATED METAL DOORS WITH VISION CSI A7INl� 1 11 1 11 1 1 1 1 1 1 SOUTH ELEV. - BLDG. B ADDITION SCALE : 1/4" = 1'-0" PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • CP -1 STUCCO EXISTING ROOFING MEMBRANE NEW OUTDOOR WALK-IN FREEZER BEYOND EXISTING COVERED WALKWAY ROOF OVERFLOW D.S. A6.04' •A6,1)4 GL -4 • GL -4 O • • GL -4 I I 1 I1 II1 I 1 I 1 I • CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") FINISH FLOOR 0 CV EXISTING MECHANICAL UNITS, OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT P r DWGS. EXISTING ROOF BEYOND EXISTING STRUCTURAL BRICK COLUMNS, TYP. iNEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) 1 1 CP -1 STUCCO r r 1 CP -1 STUCCO • *.....-UNCONDITIONED* .ENCLOSURE A6:04° NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • -G L-2 GL -'2 • 6 I A9.00% INSULATED METAL DOORS WITH VISION GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila BUILDING DIVISION EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB NEW INSULATED METAL DOORS WITH VISION GLAZING RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER hiloots architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 w 0 I- CD 0 U) REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number A3.02 A3.0XEXT-ELEVS.DWG co CD COPYRIGHT ® 2015 ROLLUDA ARCHITECTS INC GL -4 O • GL -4 I I 1 I1 II1 I 1 I 1 I • CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") FINISH FLOOR 0 CV EXISTING MECHANICAL UNITS, OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT P r DWGS. EXISTING ROOF BEYOND EXISTING STRUCTURAL BRICK COLUMNS, TYP. iNEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) 1 1 CP -1 STUCCO r r 1 CP -1 STUCCO • *.....-UNCONDITIONED* .ENCLOSURE A6:04° NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • -G L-2 GL -'2 • 6 I A9.00% INSULATED METAL DOORS WITH VISION GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila BUILDING DIVISION EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB NEW INSULATED METAL DOORS WITH VISION GLAZING RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER hiloots architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 w 0 I- CD 0 U) REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number A3.02 A3.0XEXT-ELEVS.DWG co CD COPYRIGHT ® 2015 ROLLUDA ARCHITECTS INC GL -4 O • GL -4 I I 1 I1 II1 I 1 I 1 I • CP -1 STUCCO SOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" 352.35' (12'-0") T.O. PLATE 340.35' (0'-0") FINISH FLOOR 0 CV EXISTING MECHANICAL UNITS, OPP. HD. CONCRETE FOUNDATION WALL, TYP. NEW FREEZER CONDENSING UNIT P r DWGS. EXISTING ROOF BEYOND EXISTING STRUCTURAL BRICK COLUMNS, TYP. iNEW CAFETERIA MECHANICAL UNIT BEYOND (DASHED) 1 1 CP -1 STUCCO r r 1 CP -1 STUCCO • *.....-UNCONDITIONED* .ENCLOSURE A6:04° NEW PRE -FINISHED METAL COPING, MATCH EXISTING COLOR • -G L-2 GL -'2 • 6 I A9.00% INSULATED METAL DOORS WITH VISION GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 8 2017 City of Tukwila BUILDING DIVISION EXISTING STUCCO EXISTING CMU WEST ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" NEW OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB NEW INSULATED METAL DOORS WITH VISION GLAZING RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER hiloots architecture planning interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 w 0 I- CD 0 U) REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number A3.02 A3.0XEXT-ELEVS.DWG co CD COPYRIGHT ® 2015 ROLLUDA ARCHITECTS INC CSS architecture plann Ing interior design. 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 352.35' (12'-0") • T.O. PLATE 0 cV COVERED WALKWAY TYP. FLOOR ASSEMBLY - VCT RESILIENT TILE FLOORING - 4" CONCRETE SLAB ON GRADE - FULLY INSULATED R-10 RIGID INSULATION -10 MIL VAPOR BARRIER - 4" GRAVEL CAPILLARY BREAK TYP. 1 -HR RATED ROOF/CEILING ASSEMBLY - WP -2 PVC SHEET MEMBRANE ROOFING - 1/4" PROTECTION BOARD - RT -3 TAPERED RIGID INSULATION, R-38 MIN. - SELF -ADHERED MEMBRANE UNDERLAYMENT - 5/8" PLYWOOD SHEATHING - 2x6 CEILING JOISTS @ 24" O.C. - 1/2" TYPE 'X' GWB - SAC -2 ACOUSTICAL CEILING PANEL SYSTEM CAFETERIA EXPANSION TYP. 1 -HR RATED EXTERIOR WALL CONSTRUCTION - CP -1 STUCCO SIDING - MTL. LATH ON BUILDING PAPER UNDERLAYMENT - 1/2" PLYWOOD SHEATHING - 2x6 WOOD STUDS @ 16" O.C. - R-21 BATT INSULATION - 5/8" TYPE 'X' GWB COVERED MAIN ENTRY 340.35' (0'-0") • FINISH FLOOR 352.35' (12'-0") T.O. PLATE W� ‘414,4V Nf '. v. ' . 'dam '. .off 04,4241.1141#41F iTi3W ATAFrokr, itTidsi. 'dam W,JW ,:m '. W 'dW i. W AfAi W 4W id" 441 idAr .,,W 4,01, 051, AO, dW :4" 'JW '. A W 01,06, 4/01, '»'W '. W W 03.._P ._W .. W ._W 3W ._W AO,i W .:W ._W i4Agi -W 'am AV, i31 i3W43W it/ BUILDING SECTION - BUILDING B SCALE : 1 /4" = 1'-0" 340.35' (0'-0") • FINISH FLOOR® 1' - EXIST. COVERED WALKWAY 10'-4" ..11111 IL= CAFETERIA EXPANSION B113 GIRLS B106 MULTI-PURPOSE CAFETERIA B103 �.r a4 .� ►w o is. b _ r Ow VOV 1, :� qtr, J-. N. i.` 7d i. **•= r , i,..at}�.,ri .{h:� i .--se'e ir:.-4.9 ir:.,ti e• tt {i}G., i .,tiN d'e {iN., i .{i'e--t e.{i'e i r {iii.. {i.. .{i... .. {iN +• r -t.':. •5ir.{iF:. •i• \ \ \ PARTIAL BUILDING SECTION - BUILDING B SCALE : 1 /4" = 1'-0" R-49 BATT INSULATION SM1 N 14 14 N P.E. GYMNASIUM 111 0 °SI ti ,I,t4,4.�iz:., ..,e4 14 Y4 _44 it.,{i - 4.44lii _44 \\. \ PARTIAL BUILDING SECTION - BUILDING B SCALE : 1 /4" = 1'-0" R-49 BATT INSULATION i. i a ., i i ., i.• a i.. i :. i i i... iN.. i„ ir:., i.. i' • i,. ♦ ., COVERED WALKWAY' PARTIAL BUILDING SECTION - BUILDING B SCALE : 1/4" = MULTI-PURPOSE CAFETERIA B103 R-49 BATT INSULA—IOIREVIEWED FOR CODE COMPLIANCE APPROVED PEAR 28 20� S?57 7 City of Tukwila BUll DING DIVISION BUILDING B ENTRY COV RECEIVED CITY OF TUKWILA 44.. tie; 4" to.. 4, di% tz% 4Y'•44; #4 -411 -44 -44 . i //". . \y>,/\�/\\��\` PARTIAL BUILDING SECTION - B MAR 10 2017\ PERMIT CENTER ILA, WA 98168 H REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title BUILDING SECTIONS Drawing Number A4.01 SCALE : 1/4" = 1'-0" COPYRIGHT 0 2015 ROLLUDA A4.01 SECTIONS-BLDG.DWG M ISO ti Cf) ARCHITECTS INCM 1'-0" 10 7/8" hi 352.35' (12'-0") T.O. PLATTE A9 03 i 340.35' (0'-0") 7 T.O. SLAB 1'-2" i TYP. ROOF/CLNG ASSEMBLY MATCH (E) SLOPE (VERIFY) 7 # /a•. /a/. /a# /ate ftr��t���1�$.���/• /a�, /a/. t /a� /a� 4" FDN. DRAIN, SEE CIVIL DWGS. WALL SECTION - WEST SCALE : 1 1/2" = 1'-0" TYP. EXTERIOR WALL ASSEMBLY TYP. CONC. FLOOR ASSEMBLY a a CONC. FOUNDATION WALL & FOOTING, SEE STRUCT. DWGS. Co CO co • 352.35' (12'-0") • T.O. PLATTE EXISTING \ 340.35' (0'-0") T.O. SLAB 1 4 i i i 9 A6.04 TYP. EXTERIOR WALL ASSEMBLY MTL. WEEP SCREED FLANGE ROOF DRAIN & OVERFLOW CLEANOUT 1'-O" MATCH (E) SLOPE (VERIFY) OPP HD. GLU-LAM BEAM (BEYOND) CN 9 Co 7- CENTER LINE OF ROOF DRAIN PIPE 1'-6' 1/4" PE' FT. S OPE 2x6 P.T. SILL ON SEALANT OR GASKET RB -1 RUBBER BASE 1/2" ISOLATION JOINT CONC. SLAB ON GRADE, SEE STRUCT. DWGS. /r ro aelsatypo a� a•.: of. fw /afor #1, /af. AREA DRAIN (BEYOND) (E) ROOF DRAIN PIPE, CONNECT TO 6" STORM DRAIN PIPE W/ NEW CLEAN OUT 6" STORM DRAIN 4" FDN. FTG. DRAIN WALL SECTION - SOUTH SCALE : 1 1/2" = 1'-0" 1 a. Q a CONC. FOUNDATION WALL & FOOTING, SEE STRUCT. DWGS. 352.35' (12'-0") T.O. PLATE TYP. EXTERIOR WALL ASSEMBLY (1 -HR) CP -1 STUCCO SIDING MTL. LATH ON BUILDING PAPER UNDERLAYMENT 1/2" PLYWOOD SHEATHING 2x6 WOOD STUDS @ 16" O.C. R-21 BATT INSULATION 5/8" TYPE 'X' GWB 340.35' (0'-0") T.O. SLAB SIM TYP. ROOF/CLNG ASSEMBLY (1 -HR) - WP -2 PVC SHEET MEMBRANE ROOFING 1/4" PROTECTION BOARD RT -3 TAPERED RIGID INSULATION, R-38 MIN. SELF -ADHERED MEMBRANE UNDERLAYMENT 5/8" PLYWOOD SHEATHING 2x6 CEILING JOISTS @ 24" O.C. 1/2" TYPE 'X' GWB SAC -2 ACOUSTICAL CEILING PANEL SYSTEM te:104 tiet Iet °VIA •OVI *fit u 4 Q Q Q WALL SECTION - EAST TYP. CONC. FLOOR ASSEMBLY — VCT RESILIENT TILE FLOORING 4" CONCRETE SLAB ON GRADE FULLY INSULATED R-10 RIGID INSULATION 10 MIL VAPOR BARRIER 4" GRAVEL CAPILLARY BREAK 2x6 P.T. SILL ON SEALANT OR GASKET RB -1 RUBBER BASE 1/2" ISOLATION JOINT CONC. SLAB ON GRADE, SEE STRUCT. DWGS. r architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 Q W H � Z w LU _.<51 LLI wW w0 j 0 w� 0 J U O Q U U U) REVISION w z 0 co CD Co rn H 2' O o MO a c.c rn aso LLI N t DATE 28 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 201 1 PERMIT CENTER Design: Drawn: Checked: Project No. AC MM AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title WALL SECTIONS Drawing Number A4.02 SCALE : 1 1/2" = 1'-0" A4.02 SECTIONS-WALL.DWG Cr) CO ti CV M COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM MATERIAL I FINISH CODES CODE SECTION MATERIAL I FINISH C-1 CMU -1 CMU -2 CMU -3 CMU -4 R-1 PL -1 PL -2 PL -3 PL -4 DIV. 3 CONCRETE 033000 CAST -IN-PLACE CONCRETE DIV. 4 042000 042000 042000 042000 MASONRY CONCRETE MASONRY UNIT, SMOOTH FACED, INTEGRAL COLOR CONCRETE MASONRY UNIT, SPLIT FACED, INTEGRAL COLOR CONCRETE MASONRY UNIT, SMOOTH FACED, STANDARD GRAY CONCRETE MASONRY UNIT, SPLIT FACED, STANDARD GRAY DIV. 5 METALS 055213 PIPE AND TUBE METAL RAILING DIV. 6 064116 064116 064116 064116 WOOD/PLASTICS AND COMPOSITES PLASTIC LAMINATE, NEVAMAR AM6001T, ALUMINITE. TEXTURED PLASTIC LAMINATE, NEVARMAR S6020T, GUNMETAL, TEXTURED PLASTIC LAMINATE, NEVAMAR S6024T, CORDIAL GRAY, TEXTURED PLASTIC LAMINATE, NEVAMAR PDG002T, PAINTED WOODLANDS, TEXTURED WDT-1 064600 WOOD TRIM, MAPLE, CLEAR FINISH WDT-2 064600 WOOD TRIM, PAINTED FRP-1 064400 PLASTIC PANELING, VARIETEX 1130, LINEN COTTON WHITE WP -1 WP -2 WP -3 WP -4 INSUL-1 INSUL-2 INSUL-3 INSUL-4 INSUL-5 DIV. 7 071113 075419 071416 072100 072100 072100 072100 072100 THERMAL AND MOISTURE PROTECTION SELF -ADHERING SHEET WATERPROOFING SHEET MEMBRANE WATERPROOFING FLUID APPLIED WATERPROOFING ICE AND WATER DAM SHEILD GLASS FIBER BATT INSULATION, R-13 GLASS FIBER BATT INSULATION, R-21 GLASS FIBER BATT INSULATION, R-49 EXTRUDED POLYSTYRENE RIGID FOAM INSULATION, R-10 EXTRUDED POLYIOSCYANURATE BOARD, R-40 MWP-1 074113 METAL WALL PANELS RT -1 RT -2 RT -3 EF -1 EF -2 EF -3 EF -4 GL -1 GL -2 GL -3 GL -4 CP -1 GWB-1 GWB-2 GWB-3 T-1 T-2 ACT -1 ACT -2 ACT -3 RB -1 RB -2 RB -3 RB -4 073113 074113 072100 074646 074646 074646 074646 DIV. 8 088000 088000 088000 088000 ASPHALT SHINGLE , THREE TAB STANDING SEAM METAL ROOF PANEL, CENTRIA SDP200, DARK BRONZE, SOLID BUILT-UP TAPERED INSULATION(R-38 MIN,) OVER ROOF STRUCTURE FIBER -CEMENT SIDING, LAP SIDING, TEXTURED WOOD, COBBLE STONE FIBER -CEMENT SIDING, VERTICAL SIDING, SMOOTH, COBBLE STONE FIBER -CEMENT PANELS, VENTED SOFFIT, COBBLE STONE FIBER -CEMENT TRIM, SMOOTH OPENINGS GLASS, INSULATING UNIT, TEMPERED, CLEAR, LOW E GLASS, TEMPERED, CLEAR GLASS, INSULATED, TINTED(LIGHT GRAY), LOW E GLASS, INSULATED, TEMPERED, TINTED(LIGHT GRAY) LOW E DIV. 9 FINISHES 092400 CEMENT PLASTER(STUCCO), MATCH EXISTING 092900 092900 092900 GYPSUM BOARD, 5/8" TYPE 'X' GYPSUM BOARD, 5/8" WATER RESISTANT GYPSUM BOARD, 5/8" ABUSE RESISTANT TYPE 'X' 093013 CERAMIC TILING, 093013 CERAMIC TILING, 095123 095123 095123 ACOUSTICAL CEILING, LAY -IN, 24"x48", MATCH EXISTING ACOUTICAL CEILING, 24"x48", F FISSURED, SQUARE EDGE, DONN DX ACOUSTICAL CEILING, TECTUM DIRECT -ATTACHED 096513 RESILIENT BASE, MATCH EXISTING 096513 RESILIENT BASE, ROPPE 100, BLACK 096513 RESILIENT BASE, ROPPE 194, BURNT UMBER 096513 RESILIENT BASE, ROPPE CARPET REDUCER #174, MATCH RESILIENT BASE COLOR CPT -1 CPT -2 CPT -3 EP -1 EP -2 EP -3 096813 096813 096813 099113 099113 099113 SAC -1 098433 SAC -2 098436 IP -1 IP -2 IP -3 IP -4 IP -5 IP -6 IP -7 WB -1 EM -1 099123 099123 099123 099123 099123 099123 099123 DIV. 10 DIV. 11 DIV. 12 122113 124813 DIV. 13 TILE CARPET, SHAW 59598, 18"x36" BLEND 95750, BRICK INSTALL TILE CARPET, SHAW 59575, 24"x24" ANNUAL 75150, RANDOM INSTALL TILE CARPET, SHAW 5T010, 24"x24" LIMITLESS 09500, RANDOM INSTALL EXTERIOR PAINT, LATEX FLAT EXTERIOR PAINT, SEMI -GLOSS EXTERIOR PAINT, ALKYD SOUND -ABSORBING WALL UNITS SOUND ABSORBING CEILING UNITS INTERIOR PAINT, LATEX FLAT INTERIOR PAINT, LATEX EGGSHELL INTERIOR PAINT, SATIN INTERIOR PAINT, LATEX SEMI -GLOSS INTERIOR PAINT, LATEX GLOSS INTERIOR PAINT, ALKYD SEMI -GLOSS INTERIOR PAINT, MATCH EXISTING SPECIALITIES EQUIPMENT FURNISHINGS WINDOW BLINDS, HORIZONTAL BLINDS ENTRANCE FLOOR MATS AND FRAMES SPECIAL CONSTRUCTION PAINT COLORS PT -1 PT -2 PT -3 PT -4 PT -5 PT -6 PT -7 MATCH EXISTING COLOR OF BUILDING COMPONENT MATCH WINDOW COLOR, COORDINATE WITH ARCHITECT MATCH COLOR OF STANDING SEAM METAL ROOF, COORDINATE WITH ARCHITECT PPG; 1020-1, ATRIUM WHITE OR APPROVED EQUAL PPG, 1024-5, STONEHENGE GREIGE OR APPROVED EQUAL PPG, 1027-4, OLIVE GRAY OR APPROVED EQUAL PPG, 1027-4, OLIVE GRAY OR APPROVED EQUAL INTERIOR FINISH SCHEDULE NOTES THESE NOTES ARE GENERAL IN NATURE EXCEPT WHERE SPECIFIC ROOMS ARE INDICATED. THEY HAVE NOT BEEN REFERENCED IN THE SCHEDULE. 1. PAINT ALL EXPOSED GWB SURFACES UNLESS OTHERWISE NOTED. THE FINISH SCHEDULE INDICATES THE TYPE OF PAINT WHERE SCHEDULED. IF NOT INDICATED, PAINT IP -2. COORDINATE COLOR WITH ARCHITECT. 2. PAINT ALL EXPOSED MISCELLANEOUS STEEL, IP -2 UNLESS OTHERWISE NOTED. COORDINATE COLOR WITH ARCHITECT. 3. PAINT ALL COLUMNS ENCLOSURES WITHIN ROOMS THE SAME AS THE ROOM WALL FINISH, UNLESS NOTED OTHERWISE. 4. UNLESS OTHERWISE INDICATED, PROVIDE A BASE AT COLUMN ENCLOSURE WITHIN A ROOM, THE SAME AS THE BASE SCHEDULED FOR THE ROOM. 5. PAINT ALL EXPOSED SURFACES OF, FACTORY PRIMED, DOOR AND RELITE FRAMES IP-2/PT-7. PAINT ALL EXTERIOR FRAMES EP-2/PT-2, UNLESS OTHERWISE NOTED. 6. DEFAULT PAINT COLORS ARE AS INDICATED ABOVE UNLESS OTHERWISE NOTED ON THE FINISH SCHEDULE OR ON DRAWINGS. UNLESS INDICATED OTHERWISE THE DEFAULT PAINT COLOR IS PT -4 FOR NEW WORK AND PT -1 WHERE EXISTING WORK IS INTERFACED. FINISH NOTES 1. SEE FLOOR FINISH PLAN FOR LAYOUT AND ADDITIONAL ACCENT PATTERNS. 2. PAINT EXISTING WALLS AS REQUIRED TO MATCH EXISTING EXCEPT WHERE NOTED. COORDINATE WITH ARCHITECT. 3. REPLACE/REPAIR ALL WATER DAMAGE / STAINED CEILING TILES OR OTHER WATER DAMAGED CEILING COMPONENTS THROUGHOUT ENTIRE SCHOOL. VCT -1 096500 RESILIENT TILE FLOORING, MATCH EXISTING VCT -2 096500 RESILIENT TILE FLOORING, ARMSTRONG EXCELON #51911 CLASSIC WHITE VCT -3 096500 RESILIENT TILE FLOORING, MATCH ADJACENT CLASSRM/CORR. FIELD COLOR VCT -4 096500 RESILIENT TILE FLOORING, ARMSTRONG EXCELION #52505 HARLEQUIN WHITE ACCENTS COLORS: #51882 SERENE BLUE, #57506 COLORADO STONE VCT -5 096500 RESILIENT TILE FLOORING, ARMSTRONG EXCELON #51941 POLAR WHITE ACCENTS COLORS: #57515 HOT LIPS, #51910 CLASSIC BLACK VCT -6 096500 RESILIENT TILE FLOORING, ARMSTRONG EXCELON #51941 POLAR WHITE ACCENTS COLORS: #57515 HOT LIPS, #57509 LEMON LICK & #57516 SCREAMING PUMPKIN VCT -7 096500 RESILIENT TILE FLOORING, ARMSTRONG EXCELON #51861 SOFT WARM GRAY ACCENTS COLORS: #51814 POMEGRANATE RED, #51946 GENTIAN BLUE, & #51947 BASIL GREEN ROOM FINISH SCHEDULE CASCADE VIEW'BLDG A' ROOM ROOM FLOOR BASE INALLS VVALLS WALLS INALLS CLNG NOTES • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2- - 3 col - - - - - - - - - - - - - - - 4 6 col - - - - - - - - - - - - - - - 7 mat - - - - - - - - - - - - - - EXISTING FLOOR 9 col - - - - - - - - - - - - - - - 10 12 13 - 16- 17 A107 CONF fin - - - - - - - - - - - - - - - 18 col - - - - - - - - - - - - - - - 19- 20- 21 col - - - - - - - - - - - - - - - 22 24 col - - - - - - - - - - - - - - - 25- 26- 27- 28- 29- 30 col - - - - - - - - - - - - - - - 31- 32- 33- 34- 35- 36- 37- 38- 39 41- - 42 col - - - - - - - - - - - - - - - 45 col - - - - - - - - - - - - - - - - 46- 47- 48 49 mat - - - - - - - - - - - - - - EXISTING FLOOR ROOM FINISH SCHEDULE CASCADEVIEW'BLDG B' 1 ••- 2 : TO REMAIN 3 4 ••- 6 CAFETERI A fin - 9 10 ••- 11 12 B104 col - - - - - - - - - OR - FINISH • REMAIN REVIEWED a a,r 13 mat - - - - - - - - - - I - APPROV = �� - - EXISTING FLOOR 14 15 B105 BOY'S fin col - - - - - - - - - - - - - - - - -- I - - I - - _MAR 26 2- - - VI - ; - FINISH TO REMAIN 16 mat - - - - - - - - - - - - - - EXISTING FLOOR 17 B106 GIRL'S fin - - - - - - - - -FINISH F -City of L T� �� � - �I�_ TO REMAIN 18 col - - - - - - - - - - tJ1LDIN€, DI ISION - - 19 mat - - - - - - - - - - ' - - EXISTING FLOOR - - 20 B107 KITCHEN fin - - - - - - - - - - - - - - FINISH TO REMAIN 21 - - - - - - - - - - - REG VIED - 22 mat - - - - - - - - - - - CITY OF TUKWILA EXISTING FLOOR 23 B108 FOOD fin - - - - - - - - - - - - - - FINISH TO REMAIN 24 STORAGE col - - - - - - - - - - - MAR 2017 - _ 25 P.E. OFF mat - - - - - - - EXISTING FLOOR. 26 B109 fin - - - - - - - - - - - PE i CO NTE� FINISH TO REMAIN 27 col - - - - - - - - - - - - - - - 28 mat VCT -1 - RB -1 - - - - - GWB-1 - GWB-1 - GWB-1- - 29 B110 STORAGE fin - - - - - - - - IP -7 - IP -7 - IP -7 - - 30 col - - - - - - - - PT -1 - PT -1 - PT -1 - - 31 mat - - - - - - - - - - - - - - EXISTING FLOOR 32 B111 GYM fin - - - - - - - - - - - - - - FINISH TO REMAIN 33 col - - - - - - - - - - - - - - - 34 mat - - - - - - - - - - - - - - NEW SELF-CONTAINED 35 B112 FREEZER fin - - - - - - - - - - - - - - FREEZER UNIT 36 col - - - - - - - - - - - - - - - 37 NEW mat VCT -4P - RB -1 - GWB-1 - GWB-1 - GWB-1 - GWB-1 - ACT -1 - COORDINATE ACCENT 38 B113 CAFETERI A fin - - - - IP -2 - IP -2 - IP -2 - IP -2 - - - COLOR WITH ARCHITEC 39 col - - - - PT -4 - PT -4 - PT -4 - PT -4 - - - - IN architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 REGI;' ED r141 STATE OF / ASHINGTON ex E F- CC LlJ W uU 2J LU a_ - LU LU LL LU 0 >0 H Et co Lola C �o w < 0 U 0 zg co O O) c,212 w 0 U J 0 I- 2 Cr) CO I— JZzi_ o ILA, WA 98168 I- REVISION DATE Design: Drawn: Checked: Project No. AC JL AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title FINISH SCHEDULE Drawing Number A6.01 COPYRIGHT 0 2015 ROLLUDA ARCHITECTS INC A6.01 SCHEDULES.DWG RT -1 ROOF ASSEMBLY MTL GUTTER & FASCIA (E) 2X BLKG (E) OUTRIGGER (E) TJI E) CONT 8EALANT (E) GWB EAVE DETAIL @ BLDG E - TYP SCALE : 1 1/2" = 1'-0" EAVE DETAIL © BLDG E - TYP PRE -FIN FLASING, SECURE 2'-0" O.C. MATCH (E) COLOR, TYP CONT. SEALANT REPLACE AS REQ'D E) GYP SOFFIT PANEL EAVE DETAIL @ BLDG C&D SCALE : 1 1/2" = 1'-0" RT -1 ROOF ASSEMBLY MTL GUTTER & FASCIA, SEE DETAIL 2/A9.03 TAO- trliv (E) 1 1/2" CLR. VENT REQ'D (E) PRE -MANUFACTURED ROOF TRUSS \ ,L—(E) BATT INSULATION EAVE DETAIL @ BLDG C&D CONT SEALANT, REPLACE AS REQ'D (E) GYP. SOFFIT PANEL W/ VENT EAVE DETAIL BLDG A, C & D SCALE :1 1/2" = 1'-0" EAVE DETAIL ACD RT -1 ROOF ASSEMBLY 6 CAP SHINGLES LOW PROFILE RSV VENT FILTER ROOFING NAILS AIR SLOTS DRAIN SLOTS (E) RETURN ROOFING FELT (E) ROOF SHEATHING (E) ROOF FRAMING RIDGE DETAIL, TYP SCALE : 3" = 1'-0" RIDGE © ASPHALT SHINGLE RT -1, ASPHALT SHINGLE ROOFING ON BUILDING PAPER UNDERLAYMENT (E) PLYWOOD SHEATHING, REPLACE AS REQ'D 12 41 UNO (E) ROOF STRUCTURE RT -1 ROOF ASSEMBLY, TYP SCALE : 1 1/2" = 1'-0" TYP RT -1 ASSEMBLY RT -1 ROOF ASSEMBLY --(E)-PRE-FINSIHED MTL FLASHING , REPLACE AS REQD, MATCH (E) COLOR CONT SEALANT & ,1 BACKER ROD ----:- 2 LAYERS GYP SOFFIT PANEL RIDGE @ MECH PLATFORM - E SCALE : 1 1/2" = 1'-0" PRE -FIN MTL FLASHING, REPLACE AS REQ'D, MATCH- (E) COLOR RIDGE MECH PLATFORM E RT -1 ASPHALT SHINGLE ROOF SYSTEM (E) MTL GUTTER & FASCIA SEE 1/A9.03 (E) GYP. SOFFIT PANEL (E) CEMENT STUCCO EAVE MECH PLATFORM - BLDG E SCALE : 1 1/2" = 1'-0" EAVE MECH PLATFORM E RT -1 ROOF ASSEMBLY PRE -FIN MTL FLASHING SECURE 2'-0" O.C. MATCH (E) COLOR • (E) CONT SEALANT & BACKER . ROD, REPLACE AS REQ'D RAKE @ BLDG C & D (WEST) SCALE : 1 1/2" = 1'-0" RAKE CD WEST RT -1 ROOF ASSEMBLY (E) PRE -FIN MTL GUTTER W/SUPPORT STRAPS @ 3'-0" O.C. REPLACE AS REQ'D MATCH (E) COLOR EAVE @ MUSIC SCALE : 1 1/2" = 1'-0" 4 1 RT -1 ROOF ASSEMBLY PRE -FINISHED MTL • FLASHING & DRIP, MATCH (E) COLOR (E) FASCIA (E) GYP SOFFIT PANEL W/ VENT (E) CONT. SEALANT, REPLACE AS REQ'D (E) CEMENT STUCCO RAKE DETAIL - BLDG A, C, D&E SCALE : 1 1/2" = 1'-0" RAKE ACD RT -1 ROOF ASSEMBLY (E) MTL. GUTTER & FASCIA SEE 1/A9.0X (E) GYP SOFFIT •PANEL •-(E)--STRUCTURAL BRICK EAVE © MUSIC EAVE DETAIL @ GYM - BLDG B SCALE : 1 1/2" = 1'-0" EAVE B GYM RIDGE SHINGLE (E) GLU-LAM BEAM ROOF RIDGE @ BLDG B SCALE : 1 1/2" = 1'-0" RT -1 ROOF ASSEMBL RIDGE @ GLULAM (E) ROOF DECK SELF ADHERING UNDERLAYMENT (E) ROOF FRAMING GRANULATED SELF ADHERING UNDERLAYMENT, EXTEND 4'-0" EACH SIDE OF THE VALLEY VALLEY DETAIL, TYP NTS VALLEY FLASHING @ SHINGLES PRE -FINISHED SECURE @ 2'-0" O.C. MATCH (E) COLOR RT -1 ROOF ASSEMBLY (E) 3 1/2" O.D. MTL D.S. REPLACE AS REQ'D, MATCH (E) COLOR 2X6, REPLACE AS REQ'D, MATCH (E) COLOR (E) FASCIA, REPLACE AS REQ'D MATCH (E) COLOR (E) PRE -FINISHED MTL GUTTER WI SUPPORT STRAPS @ '3'-0" O.C. REPLACE AS REQ'D MATCH (E) COLOR GUTTER & FASCIA DETAIL, TYP SCALE : 3" = GUTTER_FASCIA (E) CEMENT STUCCO • (E) CONT. SEALANT, •REPLACE AS REQ'D ) PRE -FINISHED MTL REGLET & COUNTER FLASHING TO BE REMOVED & REINSTALLED OR REPLACED AS REQ'D RT -1 ROOF ASSEMBLY FLASHING DETAIL @ STUCCO SCALE : 1 1/2" = 1'-0" ROOF FLASHING NOTE: RAISE PIPE AS NECESSARY TO PROVIDE 8" MIN. ABOVE FINISHED ROOF z (E) VENT CAP RE -INSTALL AS REQ'D BOOT FLASHING, FOR DETAILS SEE 1/A9.02 (E) VENT PIPE HEAT WELDED RT -1 ROOF ASSEMBLY ROOFING UNDERLAYMENT (E) ROOF DECK BACKER ROD & SEALANT, TYP AROUND FLANGE SET IN MASTIC AND FASTEN RT -1 VENT FLASHING, TYP SCALE : 1 1/2" = 1'-0" TYP VENT FLASHING @ RT -1 toT17 or Tow, RT -1 ROOF ASSEMBLY EAVE @ LIBRARY SCALE : 1 1/2" = 1'-0" EAVE @ LIBRARY RT -1 ROOF ASSEMBLY PRE --FIN FLASHING, SECURE @ 2'-0" O.C., MATCH (E) COLOR, TYP (E) STRUCTURAL BRICK 7 1 RAKE DETAIL @ GYM - BLDG B SCALE : 1 1/2" = 1'-0" RAKE B GYM RT -1 ROOF ASSEMBLY MTL. COUNTERFLASHING FASTENED 12" O.C. SELF -ADHERED FLASHING MEMBRANE BUILT UP CRICKET LAP 24" W. SELF -ADHERED FLASHING STRIP OVER MTL. COUNTERFLASHING OVER SELF -ADHERED FLASHING MEMBRANE WED FOR ODE COMPLIANCE APPROVED (E) ROOF DECK P.T. CONT. BLKG CUT & FIT RIGID INSUL, FLUSH & TIGHT TO DECK & BLKG CsJ City of Tukw UILDING DI RECEIVED CITY OF TUKWILA MAR 10 2017 PERMIT CENTER ROOF TRANSITION @ SLOPE, TYF SCALE : 1 1/2" = 1'-0" ROOF TRANSITION DETAIL @ SHINGLES (E) MASONRY WALL SEALANT - CONT, REPLACE AS REQ'D (E) METAL REGLET & PRE -FIN COUNTERFLASHING TO BE REMOVED & REINSTALL. REPLACE AS REQ'D. RT -1 ROOF ASSEMBLY METAL FLASHING EA. SINGLE COURSE @ BOTH SIDES OF RIDGE TYP, LAP THE FLASHING JOINTS IN THE DIRECTION OF WATER FLO NAIL FLASHING ) ROOF THE TOP OF RSE FL SCALE : 1 1/2" = 1'-0" .09 ND ONRY ROOF FLASHING MASONRY WALL r 4 1111. Ia rtects architecture plannIng interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 ED ARC • / ex E. rOId. TATE OF ASHINGTON Z auju Liu 0 2 5_1 LU LU LL 1.1.1 0 > 0 co o Liu rt co —I w o< 0 0 CO 0 CO Lii 0 co co REVISION DATE Design: Drawn: Checked: Project No. AC MM, JL AC Issuance PERMIT SET Date: 3/8/2017 Drawing Title EXTERIOR DETAILS - ROOF Drawing Number A9.02 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INCM -5ELT7R17FIEREWFUK519TIVU MTL. DRIP FLASHING STRIP, HOT-AIR WELD METAL FRAMED SLOPED SKYLIGHT WITH WP -2 RA ON (E) SHEET MEMBRANE ROOF. � architecture 105 S. Seattle, t: 206-624-4222 f: 206-624-4226 � Main ' WA ;(> � planning interior Street Suite 98104 323 . design WP -2 ROOF ASSEMBLY (E) MTL. GUTTER (E) ROOF REMOVE & REINSTALL,INTEGRAL ASSEMBLY REPLACE AS REQ'D MATCH (E) COLOR11 INTEGRAL AND INSULATED GLAZING. FLASHING GI METAL FRAMED SLOPED SKYLIGHT WITH FLASHING AND INSULATED GLAZING. CLEAN ALL SURFACES AS REQ'D PER MFR PRIOR TO INSTALLATION (E) SHEET MEMBRANE TO REMAIN, CLEAN PRIOR TO INSTALLATION 4 w OF NEW SHEET MEMBRANE SILL FLASHING COUNTER FLASHING 11 COUNTER FLASH! ' PER MFR RECOMMENDATION RECOMMENDATION - -- ►������������♦ ♦mr m������♦ 6250 Illir A' fry %���►............r � / -XE. , .. _, ATE OF ASHINGTON IIPP,, v ,S♦�♦�♦�♦�♦�♦�♦�♦ iliA101' .. ,®■®.., ... - RAISE CURB AS �♦�♦�♦�♦�♦�♦�♦�•�♦�♦♦��REGI�f �........ ..�r......� (E) WD. FASCIA. WP -2 CURB AS GWB AT LIGHT I: - `�, RE lRED. -TYP. QU ........ ..I��/ �°'' . REQUIRED TYP. I l WELL �- � ►_ _ _ _ _ _ __._�_I�_________�� , ' _ / ( , ROOFING MEMBRANE i` (E) STUCCO ROOFING MEMBRANE EXTEND UP & OVER CURB _ = ) UP & OVER CURB (E) ROOF STRUCTURE i GUTTER EDGE DETAIL 8 RIDGE @ SKYLIGHT, TYP SILL P SKYLIGHT, TYP WP -2 ROOF ASSEMBLY, TYP 16 SCALE : 1 1/2" = 1'-0" FILENAME SCALE : 3" = 1'-0" skylight_ridge.dwg SCALE : 3" = 1-0" skylight_sill.dwg SCALE : 1 1/2" = 1'-0" WP -2 ASSEMBLY SELF -ADHERED FLASHING PARAPET WALL ROOF DRAIN 5"' WP SHEET STRIP, HOT-AIR WELD OVERFLOW -2 MEMBRANE ROOFING WP -2 ROOF WATER DAM DRAIN (E) PT. WOOD BLOCKING VERIFY ON 1/4" PROTECTION BOARD ASSEMBLY • RT TAPERED RIGID FLASHING' -3 (E) ROOF I ► -- INSULATION, R-38 MIN. ASSEMBLY ' ' `j Ctw SELF -ADHERED MEMBRANE .._o._.._. UNDERLAYMENT OVER PLYWD. SHEATHING _ _ i ��� l �- �„► . • (9.4 _ (41) 0 CV w 14 > wow- , .. ,r, 'V Mir _ _ _ . (E) WD. FASCIA je 11-3" 2'-0" 1'-3" 1/1 A „ DIM'S 1 t - 4 l ►_elPil F- w F.V. / SUMP & / DRAINS LOCATION SUMP 0 2 _J--(1 w -, EL w w Ct LI- . V O i- (E) STUCCO /b. AL A& Ar.... Alb.. ilk y .....—_____--- I CRICKET SLOPE TO HIGH WALL \ a ♦ , � DRAIN TYP ROOF DRAIN/ METAL EDGE DETAIL. TYP ROOF OVERFLOW DRAIN (E) G OVERFLOW SCUPPER WP-2/RT-3 ROOF ASSEMBLY, TYP SCALE : 1 1/2" = 1'-0" FILENAME 3/4"=1'-0" (SIM. AT HIGHER ROOF) roof drains plan.dwg V SCALE : 1 1/2" = 1'-0" ROOF DRAIN_ OVERFLOW SCUPPER 2 SCALE : 1 1/2" = 1'-0" OVERFLOW ROOF DRAIN BEYOND /, 4# LEAD FLASHING SET IN (E) PRE -FIN MTL COPING TO O co > p 132 w Ct co J 00 0 0 w 00 . l' -- o 0 CR -1 STUCCO 2'-6" MIN MASTIC OVER BASE SHEET / (E) / / (F.V. EXISTING SUMP DIMS) BE REMOVED & REINSTALLED = OR REPLACED AS REQ'D FOR (E) - VERIFY NEW SBS MODIFIED BITUMINOUS INSTALLATION OF NEW WP -2 > rn =corn 2 0 Q Q v= Q ti 0 < rn 0 0 O O ~ = M`-gEt- r, & cn U w c _i Q(E) c� (4)- = w 0 U) I- o i- I- i- E -- �-� PERLITE � ROOFING MEMBRANE SYSTEMROOFING, SHEET MEMBRANE MATCH COLOR (E) (E) S -LOCK RECEIVER — `\\\� CANT - - / 1 0 STRIP ,: , (E) SHEET MEMBRANE TO BE I _ ` I ,ii �J I� - I11 I %,- `; '� O J Q ,I REMOVED, CLEAN S -LOCK COUNTER �/� p m d- NOTES: i -. SUBSTRATE SURFACES FOR FLASHING ;� �,�,,., -� e° — — — \ — — — — _ w 1- 1. REPLACE (E) FRAMING AS ��ie 'e# \ //' in,,,,..� =i " "�������'�'� v� w �. INSTALLATION OF WP -2 REVISION DATE VAPOR RETARDER �� �� "' ����i i L�7�N�r�r������������ w cn v REQ D AROUND (E) ROOF ;. �1 — DRAIN IF DAMAGED. I! .� WP SHEET MEMBRANE WP SHEET MEMBRANE ' li1 N 2. CLEAN & PAINT (E) DRAINS.FILL -2 -2 W/ NEW RIGID3. ROOFING TAP (E) BOLT HOLES (DO INSULATION TYP �J , NOT DRILL THROUGH DRAIN BODY. -' (E) STUCCO �' (E) BLOCKING AT SUMP �►� A 4. REPLACE HARDWARE TO ., IVED -�-- COVER BD CITY OF TUKWILA (E) WALL INCLUDE THE CLAMPING VAPOR RETARDER OVER MMMMMMMMMMMMMA \ / ASSEMBLY J RING AS NECESSARY. ������������������������������������ ������������������������������♦ \ — �1 (E) ROOF DECK, TYP 5. REPLACE BROKEN OR• MAR 102017 r� (E) ROOF DECK MISSING PARTS. ROOF DRAIN IN PERMIT CENTER Design: AC Drawn: MM/JL Checked: AC Project No. FLASHING @ STUCCO F ROOFDRAIN p PARAPET WALLADJUST HEIGHT AS REQ'D (E). PARAPET DETAIL TYP , 10 14 SCALE : 3" = 1'-0" curb flashing at bottom of brick.dwg 1-1/2"=1'-0" (SIM. AT HIGHER ROOF) RD at parapet wall.dwg SCALE : 1 1/2" = 1'-0" PARAPET DETAIL S RECEIVER VARIES PREFINISHED METAL CONT. COPING; E C� PROVIDE S.A.M. AT FULL EXTENT WP -2 ROOF iv / (E) -LOCK 0 PDL!OR CAP FLASHING PROVIDE POSIT! OF NEW PARAPET FRAMING ASSEMBLY TERMINATION BAR APPROVEE 18" O.C. HORIZ. @ FASTENING FV SLOPE. GASKETED (E) ROOF NEOPRENENEOPRENE BAR 2 X17 ASSEMBLY , _ @ 9" O.C. TYP. GASKETED SCREW PROVIDE CONT. MEMBRANE OVER SCREW @ 24" O.C. Issuance PERMIT SET Date: 3/8/2017 FASTENERS CONT. CLEAT TERMINATION BAR TERMINATION BAR W/ SELF -ADHERED TOP OF CURB .ty ®,f . uila FASTENED 9" O.C. AT WALL WP -2 MEMBRANE OVERLAP EA SIDE w ♦ FASTENERS @ 9" O.C. FLASHING STRIP, . --z--�.�, sIVISION Z __L., HORIZ AT 18" MAX VERT. HOT-AIR WELD 1v BASE, TYP. ROOFING SYSTEM FROM EA SIDE z [ril (jj-- M_ CMU EXTEND PARAPET AS Lu (E) ADHERED FLASHING Q [ _ REQ'D FOR NEW Z' HEAT WELD Q WP -2 ROOF INSTALL PER MFR co z INSULATED ROOF "'/ ROOFING IA GI ASSEMBLY MEMBRANE -�� ASSEMBLY Drawing Title EXTERIOR DETAILS - ROO F WP -2 co (E) ROOF ► 1 ROOFING MEMBRANE UP '� ASSEMBLY �♦♦♦♦♦♦.♦•iiiiiiiiiiiiiii SYSTEM ���������������������������������� &OVER PARAPET & �__ � .i _ FASTEN i� :::::::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� _�_- ___-- TERMINATION BAR W/ .......... ,` FASTENERS @ 9" O.C. ; _ ...............`.r EXISTING '�►�''' '!►.,`�'/- Drawing Number A9.03 STUCCO �.. ROOF DECK. fa t, tc f j , 4 1 r� �° � �'..0 . - (E) ROOF VERIFY EXISTING DECK AND CURB, VERIFY EXISTING WP -2 / RT=3 � � �' � Y o�� �� lifi%3 ss tt� � ' 4 �� .�r� ,�t� ,��,� �,� ��f / . �' �..� � '... STRUCTURE \ w � �' Y V �' 4 , i� X44 A *4 �����1 ROOF TRANSITION STEP FLASHING A MASONRY CONDITION. CONDITIONS FLASHING n CURB PE ��ri E ERPARAPET �W . Vit, DETAIL SCALE : 1 1/2" = 1'-0" FILENAME i SCALE 3" = 1'-0" HIGH WALL FLASHING.dwg SCALE : 1-1/2" = 1'-0" CAP FLASHING.dwg SCALE 3" = 1'-0" PERIMTER_PARAPET.dwg COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC SEALANT SEALANT CLAMP PREFABRICATED PIPE FLASHING � ,/„i PROVIDE OVERSIZE CLAMP Lam,'`,- TO ALLOW FOR PIPE & CONDUIT MOVEMENT CURB FLASHING 4 105 Seattle, architecture S. Main WA ,rc planning Street 98104 inter Suite 323 cts or desiIn. \BOOT -� -�`=L t: 206-624-4222 K m DRIP --0-4 -4-7- SKIRT WP -2 ROOF ASSEMBLY SET IN SEALANT AT FASTENER 000♦ f: 206-624-4226 co 4 1/8” r - ROVDE IINTEGRAL PSLIDE PLATE 811 MIN ABOVE FINISH ••••••••••• ••••••••••1 6250 x;.;..;.;..;.;.•; ROOF SURFACE BLOCKING TO BE BEARING RE _,•••••••••• •••"••'••• � ; l' �.•ppppp.•pp.,.` ON THE ROOF DECK ��� SHEATHING AND TO BE 8'-0" l� \ MAX APART ex V. R• uda EXISTING ROOF DECK -`-A`- CONT BLOCKING. TYP.TATE NOTE: FOR FLASHING DETAILS REFER O• WASHINGTON _. TO DTL 3/A9.04 WP -2 VENT FLASHING, TYP PIPE / CONDUIT SUPPORT DETAIL SCALE : 1-1/2" = 1'-0" Typ. Pipe Vent Thru Roof.dwg SCALE : 1-1/2" = 1'-0" equipment curb axon.dwg PREFINISHED 24 GA. COPING (E) MECH. PRE -FORMED 8" S -LOCK AT HIGH 6"CRICKET EQUIPMENT @ SHT MTL FLASHING AROUND CURB SET COPING IN TWO ROWS OF (2) PIECE CONT. BUTYL SEALANT FLASHING WALL,TYP.lik METAL WITH HEMMED DRIP ,----_ EDGE, COLOR TO MATCH 11-0 UP SLOPE -,�I I- 1 I - = cfl VIL S '� I TREATED CONT 2x EXISTING STANDING JOINTS TYP. SEAM I SS CRICKET ' I S S I NAILERS, TYP I � � � PRE -FINISHED MTL -_ I� FLASHING @ 3 SIDES � \\ '`•='", Viral I B PARAPET II @ TEE END WALL co ' COVER BD RIGID INSUL OF CURB, F.V. DIM'S 'T-1 ROOF ASSEMBLY I I— - -- L � - - - - I �_ ) ` I A,, A /N 6" ICE & WATER SHIELD CC M OVER MTL FLASHING, TYP - Q (E) CURB `` BUILDING PAPER EXTEND -� I` - 24 GA. STAINLESS STEEL NOTE: OVER TOP OF CURB, TYP W (E) ROOF DECK U W J `— NOTE: 2 J 1. INTEGRATE FLASHING AT ALL HIGH SADDLE WITH NEW AND COUNTER -FLASHING WALLS, TYPICAL. A END WALL SHEET METAL (ALL SEAMS NO CRICKET NECESSARY ON CURBS LESS THAN 30 -INCHES C STEP IN PARAPET WIDE, STAINELL STEEL TO WRAP SIDES AS STEP FLASHING w a. J Liu FULLY SOLDERED) 10 , SADDLE FLASHING DETAILS TYP RT -1 (E) MECH. CURBS, TYP : 1-1/2" = 1'-0" saddle flashing.dwg LI SCALE : 1-1/2" = 1'-0" mech curbs at shingles.dwg -SCALE u V_ �O re ` o, �2 �PGOQ �0. Mph PQ �NGG I N\ I N \ N % SS COPING SEAM SET '' MSN CAP IN SEALANT, FULLY SOLDERED S.S. SADDLE UNDER COPING SET COPING BEADS OF (3) ROWS SEALANT, 24 GA. FLASHING METAL. IN (3) CONT Vq SEALANT �'/FS ►�'L OF TYP FULLY S.S. UNDER SOLDERED 24 GA. SADDLE FLASHING COPING METAL, CONT CONT CAP FLASHING ROOF MEMBRANE OVER BLOCKING WRAP WRAP FLASHING AT END I -- > O ce LU m _, . co M N [] �^'� Q ¢ Co = Q ti 0 V u) 1— 2 SET COPING IN (3) CONT U ' '§ BEADS OF SEALANT N J o (n = _3 2 I , I rF ROWS OF SEALANT, l -WP-2 Q U Q w PARAPET 8 8 ,` '`2• � `/ • • • T -CORNER FLASHING (3) TYP z UCO m ~ o P- : P a 72,, REVISION DATE 4 W� Vr 'WAY RECEIVED ee�ee�CITY �-< ` •cce• OF TUKWILA �� � -eee♦ :1 - e eiiiiMAR 10 2011 PERMIT CENTER EXISTING ROOF DECK HEMMED DRIP EDGE EA. SIDE CONT. CLEAT, TYP. CONTINUOUS SOLID BLOCKING SUPPORT, WIDTH & LENGTH AS REQUIRED COPING SEAM JOINT TYP. 6 PARAPET CORNER FLASHING TYP WP -2 MECH. CURB TYP 7 Design: AC Drawn: MM SCALE 3" = 1'-0" standing seam joint at coping.dwg 1"=1'-0" parapet T-cornerflashing.dwg 1"-1'-0" parapet comer flashing typ.dwg SCALE : 1-1/2" = 1'-0" roof equipment curb.dwg Checked: AC SHT MTL COUNTER FLASHING TO BE INSTALLED IN (E) (E) REGLET THROUGH WALL 4" -- - NEW SHT MTL COUNTER RE COD IEWED FOR COMPLIANCE Project No. Pro 1 PRE ALL '� �. -FINISHED JOINTS ;.::;;. :,;�.. \ MTL �' =,�` -.. I COPING :,,`,._. 1 - SEAL 4,, ,: " \ \�\ .,.._ NEW SHT MTL COUNTER FLASHING CUT AROUND PIN 1 " COPING, RETURN ENDS/ INTO SAWCUT &SEAL " " REMOVE AND REINSTALL 4„ `�� �l- = �F� I �". : F. =' '" =` '^"" I� FLASHING LAP CORNER 4" MIN, CUT AROUND A ROVED 8 17 2 2D MECH. EQUIPMENT AS REQ'D. REGLET PRE -FINISHED MTL COPING PIECE, SEAL ALL JOINTS 1 i' I �� ,. � �" � �� .- �" �, A / / _ r RETURN COUNTER FLASHING ENDS 2" AND SEAL EDGES 24 GA S.S. SHT MTL SADDLE FLASHING (ALL SEAMS FULLY SOLDERED LAP UNDER ), COUNTER FLASHING,:...,,_ SEAL ALL JOINTS _ ="' , "~ COPING, RETURN ENDS 2" R MAIN EXISTING COUNTER ,. 1.. "" : ." ; J"J„,.==j'” , INTO SAWCUT & SEAL, MATCH EXIST PROFILES & Ci` ®�� `I'- FLASHING Issuance PERMIT SET \ = % ' DIMENSIONS BUILDING l . SIOR! EXTEND ROOFING UP AND OVER CURB &FASTEN \ NEW SOLDERED SADDLE �- „ INSTALL ADD'L TREATED WOOD — : `^` Lu :. \�► \�� ", \ (E) THROUGH WALL / w 'T' " Ir I I ' �' FLASHING BY COPING SEE MECH. ', ,t , CURB TO MEET MIN. CURB HT. Date. 3/8/2017 I ♦ ` II - ,, I J PREFABRICATOR LAP UNDER COUNTER I FLASHING AT INSULATED AREAS. TYP. Drawing Title I l , I I, - � T ®1--- I I I� 1 I AREGLET NEW CLEAT;CONT �•- 6INIPAI-` J I WP -2 ROOF ASSEMBLY WITH R-30 INSULATION EXTERIOR 1 ° -- 4 4 1 I li- . �� 4111111111111111114 SHT MTL FLASHING CORNER PIECE, SOLDER SEAMS RIDGE VENT W/ END PLUGS STEPPED BASE FLASHING :::,,\.. J ;........,.......... , DETAILS - ROOF ` 9 COPING NEW SOLDERED SADDLE FLASHING BY COPING PREFABRICATOR, LAP UNDER'�:� COUNTER FLASHING FLASHING @ WALL, TYP :_ DrawingNumber COPING TO WALL @ RAKE . ., . ;, -NEW CLEAT COPING �- � ���.., '= FLASHING PRE -FINISHED MTL COPING - SEAL ALL JOINTS WALL FACE 1� � ;;�.���' �' B DE AIL �� ��, ������ E �� �� ' � � �3���t� ��� 1/ AT MECH. OOF DECK TING CURB TO HEIGHT UNITS A9.04 NTS coin to wall at rake.dwgNTS 9 copingflashingat wall.dwgNTS coping coin flashingwall face.dwgSCALE 4 : 1-1/2" = 1'-0" Mech Unit Curbs.dwg g COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC