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HomeMy WebLinkAboutPermit D18-0380 - COVALON - NEW OFFICES AND RESTROOMSCOVALON 12620 INTERURBAN AVE S D18-0380 Parcel No: Address: 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 0004800003 Permit Number: D18-0380 12620 INTERURBAN AVE S 120 Issue Date: 1/4/2019 Permit Expires On: 7/3/2019 Project Name: COVALON Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RREEG CPIF OLYMPIA PROP LLC PO BOX 4900 DEPT 207 C/0 RYAN, SCOTTSDALE, WA, 85261 DAVID KEHLE 1916 BONAIR DR SW , SEATTLE, WA, 98116 Phone: (206) 433-8997 DAVIS SCHUELLER INC Phone: (206) 775-9400 4601 CHENNAULT BEACH RD - SUITE 200, MUKILTEO, WA, 98275 DAVISSI105PN Expiration Date: 7/1/2020 COVALON 12620 INTERURBAN AVE S , TUKWILA, WA, 98188 DESCRIPTION OF WORK: COMBINE 3 SPACES INTO 1 TENANT SPACE, REMOVE EXISTING DEMISING WALL, CONSTRUCTION OF NEW NON BEARING WBUS, NEW OFFICES, NEW RESTROOMS PER PLANS Project Valuation: $19,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $870.84 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: `-'AI V Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the onditions attached to this permit. I4 �r Signature: j Print Name: �,�wv S TI X13 ("III kr- Date: 1 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: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: The total number of fire extinguishers required for a Eight hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 20: Maintain fire extinguisher coverage throughout. 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 32: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 34: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0 0 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0601 WALL INSULATION 110 CITY OF TUC/A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:!/ww w.TukwilaWA. ov � Building Permit No. t V 0 3 i0 Project No. Date Application Accepted: Date Application Expires: IQ 'S"' —1 I (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12410 Igteruutem kilo 40 Tenant Name: wYA LA p4 King Co Assessor's Tax No.: 00 to • () 3 Suite Number: 120 4 l.30 Floor: 1 New Tenant: XI Yes ❑ ..No PROPERTY OWNER Name: % Owe Address:/020 -/ lei* �j , . %'v to City: 4 State: V Ziptivr(e CONTACT PERSON — person receiving all project communication �� ��-�• Name:Uito 105e me.1 P G1�Ir Address: i ke Vetutz % e City: Odt3vit State b Zip: 4. 1 1D Phone:/ ccD_4ss, Sq44Fax: loco r, tzett Emai:ALtk Q Ai doe aro%. &0W\ GENERAL CONTRACTOR INFORMATION Company Name: Ito Architect Name UsJn � Address /i L I12. 13112 *v City: ve Stater Zito b t f _V� Address: Email: 6e�+a lV rch, C01to% Engineer Name: City: State: Address: Zip: Phone: Fax: City: Contr Reg No.: Zip: Exp Date: Tukwila Business License No.: Email: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docz Revised: August 2011 ARCHITECT OF RECORD Company Name/kiloft"�y t - "'1 Architect Name UsJn � Address /i L I12. 13112 *v City: ve Stater Zito b t f _V� Phone: ft.433.� ¢pq,TFax: Email: 6e�+a lV rch, C01to% ENGINEER OF RECORD Name: sal M 5-12---. W Tutsueo Address: fle,( Company Name: f4ik • �' Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: sal M 5-12---. W Tutsueo Address: fle,( City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOI0206-431-3670 Valuation of Project (contractor's bid price): $ 1 Existing Building Valuation: $ MIUACL) Describe the scope of work (please provide detailed information): Ce9grUt5e Gp 1 +.3C ,' ewote tXcs-tr `lq•ue-"x4\V t ,t CoisAttl o tics_3 to4elitiou sliazgA44. lu bU 41 emcexi t atiom, Will there be new rack storage? ❑ Yes W.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling provide the following: Lot Area (sq ft):( 0420 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: tit, Compact: Handicap: Ci Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 14 Sprinklers Automatic Fire Alarm 0 None" 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? fil 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:'ApplicationsWorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1aFloor 3q 3 'L ' 0 4 dP \t13 i i 2 Floor ` 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling provide the following: Lot Area (sq ft):( 0420 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: tit, Compact: Handicap: Ci Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 14 Sprinklers Automatic Fire Alarm 0 None" 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? fil 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:'ApplicationsWorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 L7RMIT APPLICATION NOTES —e Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING % ` .' HORIZED AGENT: Signature: Print Name: vo &like Mailing Address: 14112 63,146 L¢ IX 9V Date: 41tZ9, Day Telephone: " 1t(R 453-614,4 c H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ry State Zip Page 4 of 4 , DESCRIPTIONS PermitTRAK ACCOUNT , QUANTITY k PAID $541.51 D18-0380 Address: 12620 INTER RBAN AVE S 120 Apn: 0004800003 $541.51 DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16354 R000.322.900.04.00 0.00 $24.60 $541.51 Date Paid: Friday, January 04, 2019 Paid By: DAVIS SCHUELLER INC Pay Method: CHECK 086462 Printed: Friday, January 04, 2019 10:07 AM 1 of 1 SYSTEMS 1908 Cash Register Receipt City of Tukwila Receipt Number R15965 DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK $329.33 D18-0380 Address: 12620 INTERURBAN! AVE S 120 Apn: 0004800003 $329.33 Credit Card Fee $9.59 Credit Card Fee R000.369.908.00.00 0.00 $9.59 DEVELOPMENT $319.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 TOTAL FEES PAID BY RECEIPT: R15965 $329.33 Date Paid: Wednesday, December 05, 2018 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 08679D Printed: Wednesday, December 05, 2018 9:54 AM 1 of 1 CRWSYSTEM S CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 12/05/2018 09:53:59 AM CREDIT CARD SALE VISA CARD NUMBER: **********0081 K TRAN AMOUNT: $329.33 APPROVAL CD: 08679D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https: //classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 12/5/2018 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 a 0.36D Project: Z-0V4L 7/J Type of Inspection: ni4 L vsaa44 Address: /L2o //tiro` M.4 J A Date C Iled: -E. - Special Instructions:Date /2m Wanted: j p.m. Requester: 6467 Phone No: 206, S7o 57oy Approved per applicable codes. Corrections required prior to approval. OMMENTS: i-ifthat_ Is_gin-re lbs PiP.E )..r0 c)4411(44,•4•4 " Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: COt/A- Type of Inspection: ail 4t,I4 vil 4 ,,J4— ✓4 Address:Date i Z© /-r at.92244,1 4'-zu Called: S' c ',/ LC. Spec'al Instr ctions:_As 14 Comblr_ z� 3 s I>A4 ± -Remorxe.L OA'1C.E4 ADA Dee' lPAOlexA Atf_PeetAir Date Wanted: 3'ZC"G9 dui. P.M. Requester: �3 g !4 elY — LcA.,( (/,t/,el- L ✓ tes->/ -eX 1 1' ,S� hone No: 9 � (004- t r v r r- IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: vil 4 ,,J4— c ',/ LC. ..._,G. 4 j k/1 Fi r'e".--5;),/H/d,/e-t eD,// ort-ffiv-euvw /64-i•ki �3 g !4 elY — LcA.,( (/,t/,el- L ✓ tes->/ -eX 1 1' ,S� n 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 i 3 03e0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: LOVA ON) Type of Inspection: ' 14- 1114 Address: ,,gg 1 2.ci 1 i�"����V q 442,3 Date Called: Special Instructions: uku., mtutko '20 flM Date Wanted: a.m. Requester: Phone No: 20 sio pproved per applicable codes. Corrections required prior to approval. MENTS: ?>Z4f, 16- iod A 71 -FA yds Inspector: Date: _..4::*". REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Lighting Summary 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories Project Title: Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Applicant Information. Provide contact information for individual who can respond to inquire about compliance form information provided. Company Name: Company Addresst.0 A�•.6 i' l4 i b4 ?p * i dye Applicant Namer j �*//V stt'����t ' `I�� Applicant Phone: 433 44q,/ Applicant Email:406k Q eusehtearci, com nd all Date Revised ugust 2016 Project Description ForDB An qEp rt Use City of Tukwila B JILDING DIVISION 0 New Building 0 Addition lteration ❑ Plans Induded Include PROJ-SUM form (included in envelope forms workbook) with f:• hting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. FILE Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG-iNT-SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures am replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 Less than 50% of existing are replaced 0 Lamp and/or ballast replacement only — existing total wattage not increased 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG-iNT-SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel 0 Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor ccntrols per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. 1)19-038o RECEIVED CITY OF TUKWILA. DEC 0 5 2018 Lighting Summary, cont. 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Date ,! Project Title: Interior Lighting System Description LGT-SUM Revised August 2016 Interior Lighting Power Allowance Method Interior Lighting Controls Dwelling Unit Interior Lighting ❑ Space -by -space Method ❑ Building Area Method Select method used in project. -- --- 0 0405.2 Excerption 5 Luminaire Level CI All C405.2.1 C405.2.8 Controls Lighting Control (LLLC) O Additional Efficiency Package Option 0406.4 Enhanced digital lighting controls shall comply with the To comply with C406.4, no less than 90% of the total installed interior lighting power required controls per C406.4. Permanently installed interior lighting fixtures in dwelling units comply with: O C405.2 thru 0405.5 Commercial Lighting Controls and LPA O C406.3 High Efficacy Lighting Exterior Lighting System Description 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Info Compliance forms do not require a password to use. Instructional and cells are write protected. Project Title: athatc,4Date wig,4 t .r i �n • Oi�rt LigNC For : uilding r ,; 44, 0 DEC 2 7 G Q»calculating City of TU BUILDIN . l►a Applicant Information. Provide contact information for individual who can respond to inquiries about com • Bance form information provided. Company Name: 2.1 Company Address �� / • L = ' Applicant Name:�p ; Applicant Phone: y -i I. Applicant Email , , - Kis �C Project Description -44.4.46644441 • New Building ■ Addition Alteration Occupancy Type Selection required to enable forms. 0 All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Envelope Compliance Path Selection required to enable forms. 0 Prescriptive 0 Component Performance Component Performance Calculation Type Selection required to enable ENV -UA and ENV-SHGC forms. ® Standard 0 Change of Occupancy/Conditioning 0 Envelope is 15% lower than the Target UA. • Additional Efficiency Package Option - C406.8 Enhanced o comply, demonstrate building thermal envelope pe pe►formance y Air Barrier Testing barrier testing not required Air Infiltration envelope does not exceed 0.25 w. g. Air barrier testing per Section C402.5.1.2 ■ Air included in project scope ❑ Additional Efficiency Package Option - C406.9 Reduced To comply, demonstrate that measured air leakage of building cfnvft2 (air barrier surface area) under test pressure of 0.3 inch Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. Component Performance - Enter values in ENV -UA and/or ENV -UA -GROUP -R worksheet. These values auto -fill from ENV -UA and are write -protected on ENV- Total Vertical Gross Exterior Fenestration Above Grade % Vertical stration (rough opening) divided by Wall Area times 100 equals Fenestration 4CID _. Z X 100 = di % Gross Exterior Roof Total Skylight divided by Area times 100 equals % Skylight _ X 100 = Fenestration Area Compliance Vertical Fiew tdxi i' s 7fw'k'o iii IM or ettrileaockait7 Fenestration RECEIVED Area U CITY OF TUK\a''� Skylight Area Ai p. Vertical Fenestration Alternates Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylght zone areas. b) Include overlapping toplight and ' sidelight daylight zone areas under T....I:..h1 0 High performance fenestration U -factors and SHGC per C402.4.1.3 PERMIT CENT a 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 0 In buildings i 3 stories, 25% or more of NET floor area is in daylight zones per 4 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per 0402.4.1.1 Daylight Zone Calculations Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight Not Selected. No Calculations Required Zone Area Zone Area Zone Area c) Refer to Chapter 2 for net floor area Spaces in Single Story Building Requiting Skylights Code requires a minimum of 50% of the floor area to be within akYR'9tat datoYIight zone C402.4.2 for r List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space types required to comply with this provision. DLZ Area (ft2) SRR or Aperature Exception N9- 0380 Component Performance Path, pg. 1 ENV -UA 2015 WSEC Compplance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Title: _ , Date jjizs Tler For Building Department Use Calculation Adjustments ' None Applied Fenestration Area as % gross above -grade wall area q "6 Max. Target: Skylight Area as % gross roof area Hi At • Max. Target: Vertical Fenestration Alternates: None Selected on ENV -SUM Envelope Component Cavity+Cl Plan/Detail # U -factor Source & Table # 2 Proposed UA U -factor x Area (A) = UA (U x A; Target UA U -factor x Area (A) = UA (U x A) Roofs ,e aoi in R= R= R= Cala. set occ. Above Deck Insulation set occ. v m E R= R= R= set occ. Metal Building set occ. ix c, R= R= R= set occ. Joist/single rafter set occ. L Q. R= R= R= set occ. Single raft, attic, other set occ. Opaque Wails - Above Grade46 a°i R=t413 R=t1V• R=rar« W •4 • Malt:4-11,4 0..4 o•oy 10 tR`t L CD ,3� set occ. Steel/m tal frame et occ. o*e' 5 1(341 bi.yg f='q = � &. p '3(,= Metal Building set occ. oR= = R= .ftwexer set occ. Wood Frame, other set occ. G0 m 2 R= R= R= set occ. Mass Wall set occ. wR= c La. R= R= set occ. Mass Transfer Deck set occ. ce 0. o 0 -R= cnA m R= R= A set occ. Group R Mass Wall set occ. , . Below Grade ER= U R= R= Witte. Vim" set occ. Assumed to be Mass Wall set occ. Group R41 R= R= R= set occ. Assumed to be Mass Wall set occ. R= o oLT: ,, m 2 R= R=" T1'` set occ. Mass Floor set occ. il E R= R= R= set occ. Joist/Framing set occ. Page 1 Subtotal Component Performance Compliance (UA) Area' UA Kle7e1 81.$1 Area' le1y9 UA Iola( Occupancy Group not selected Component Performance Path, pg. 2 ENV -UA 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stones and all R1 Revised Jun 2016 Project Title: UP/Moen-4 __ - "- Date 1i07411 - Fenestration Area as % gross above -grade wall area q % Max. Target: For Building Department Use Skylight Area as % gross roof area µda„, Max. Target: 1-24. Building Component Ins. R Plan/Detail # F -factor Source & Table # 8 F -factor Proposed UA x Perimeter = UA(U x N Target UA F -factor x Perimeter = UA (U x A) Slab -on -grade Unheated R=0 RR= oi'4 /1 ly1441. set occ. Slab -Grade set occ. 'CJ'�'j . !I /444. 0 ii = R= R= R= set occ. Heated Slab -On -Grade set occ. Schedule ID U -factor Source9.1° U-factor`�x Area (A) = UA (U x A; U -factor x Area (A) = UA (U x A) E cn 0 0 0 g 2, .0 06 OM wMG Q 7M i') 4101 set COC. Opaque Swing Doors set occ. 0.37 x tor) 31 43 .0 ,. set oco.l 1 Opaque rollup & sliding set occ. Vertical Fenestration6,10 1 Non -Metal 4 set occ.) 1 Non -Metal Frame ' 'set occ. Metal, fixed %.4 19"4eli t Cod 6''3.1.3(C,' 0.3/ loco '14 'set 000. Metal Frame, Fixed set occ. ci c a am 2 set occ.I Metal Frame, Operable set occ. IMtl entrance set 000.E Metal Entrance Door set occ. r Q (i� set occ. All types setY_�j,...) TO COMPLY- The Proposed Total UA shall not exceed the Target Total UA. Page 2 Subtotal Page 1 Subtotal Project Total rea UA 3cit 10.1J Iati4 Eq.tg Z', to 1-24. rea UA 3y� Component Performance Compliance (UA) lciti 101.75 tlo Ib I 150Z .21 Occupancy Group not selected Note 1- If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2 - Opaque assembly U -factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 3 - Proposed CMU mass wall in non -Group R that meet Table C402.1.4 Footnote D requirements can enter the target U -value of 0.014 Note 4 For semi -heated spaces utilizing the wall insulation exception, enter Target Wall U -factors under Proposed Wall U -factors so exterior walls are neutral to the calculation. Note 5 - Mass transfer slab edges must be covered with an assembly having an overal U -factor of 0.2. Note 6 - Demising walls, doors, and vertical fenestration separating spaces with different degrees of space conditioning (unconditioned, semi -heated, fully conditioned) shall be included only on the ENV -UA form for the space with the greatest degree of space conditioning. Note 7 - List Group R above grade mass walls here. List all other mass walls, Commercial and Group R, in the Opaque Walls - Above Grade section. Note 8 - Slab -on -grade F -Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 - Opaque door U -factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. A door is defined as opaque if less than 50% of the door area has glazing. Note 10 - Fenestration assembly U -Factors shall be the manufacturer's NFRC product rating, which includes the glazing and frame, or shall be the default value per Section C303.1.3. • . .. II . 1 .. 4Z17/101:14 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Title: _-• Date 0 ,71,. . `g , .. The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component • Compliance information required in permit documents Location in Documents Budding Department Notes SCOPE ��� 002.1.1 Low energy spaces Low energy spaces are identified on plans; include project information, and calculations if applicable, that demonstrate spaces are eligible for envelope ions e pprisxemti Lit C402.1.1.1 Semi -heated spaces Semiov-heated spacespon are identified on plans, include calculations that demonstrate spaces are eligible for wall insulation exemption 1.9.. NI 14 C402.1.2 Equipment Buildings Provide building area, average wall and roof U -factor, and installed equipment information that demonstrates equipment building is eligible for envelope provision exemption Vi`it1/4 C410.2 Walk-in and warehouse cooler and freezer spaces Cooler and freezer spaces are identified on plans; C410 envelope compliance forms provided (pending) C101.4.1 Mixed occupancy Spaces with different occupancy requirements are identified on plans • q C503.2 Change of space conditioning Existing unconditioned spaces changing to semi -heated or conditioned space, and existing semi -heated spaces changing to conditioned space, are identified on plans. Include calculations that demonstrate baseline and final level of conditioning. e • 3 1, Existing F, S and U -occupancy spaces undergoing a change in occupancy are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. I& C505.1 Change of occupancy Pre -2002 Group R spaces undergoing a change to a commercial occupancy are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. Non -Group R occupancy spaces undergoing a change to Group R are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. ENVELOPE PROVISIONS C103.2 C103.6.3 Compliance documentation Indicate envelope insulation compliance path and provide applicable forms; ENV -PRESCRIPTIVE or ENV -UA / ENV-SHGC for component performance 64, UA• If complying via total buidling performance, provide a list of all proposed envelope component types, areas and U -values ti C303.1.1 C303.1.2 Insulation."�`� identification Indicate identification mark shall be applied to all insulation materials and insulation installed such that the mark is readily observable during inspection 1 C303.1.3 C402.4.3 Fenestration product rating Fenestration products shall be labeled with rated U -factor, SHGC, VT, and leakage rating `f C303.1.1 C402.2.1 General insulation installation Indicate installation methods, thicknesses, densities and clearances to achieve the intended R -value of all insulation materials; 'r'3 Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered 14/4. C103.2 C402.2.2 • Roof assembly insulation Indicate R-value(s) of cavity/continuous insulation on roof sections; Nip ■._�, ��M{�(� , Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings perA102.2 (std, adv); Provide area weighted average U -factor calculation for insulation whose thickness varies by 1 inch or less; Indicate effective U -factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R -value at peak and minimum R -value at low point for all roof surfaces Indicate R -values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs VIA, C402.2.2 Skylight curb insulation Indicate curb insulation R -value on roof section if not included in skylight NFRC rating VV1111 SD /1,.���� a / �'/1 C103.2 C402.2.3 C402.2.4 C303.2.1 Above/below grade wall insulation Indicate R-value(s) of cavity/continuous insulation on wall sections; ��� Indicate framing materials on wall sections; Indicate method of framing for wood const per A103.2 (std, int, adv); Indicate material density category, wall weight and heat capacity for qualifying mass walls; For qualifying ASTM C90 masonry walls, indicate loose -fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores; Indicate method of protection of exposed exterior basement/crawlspace wall insulation Buildin • Permit Plans Checklist, pg. 2 ENV -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: ebutf en4 •� Date 11 �' • Ur Applicability (yes,no,na) Code Section • a Component Compliance information required in permit documents Location in Documents Budding Department Notes C103.2 C402.4.4 Opaque doors Indicate rated U -factor (swinging) or R -value (non -swinging - roll-up/sliding) on wall sections or in door schedules - applies to doors with less than 50% glazed area ' 3 C402.2.5 Floor over outdoor or Indicate R-value(s) of cavity/continuous insulation on floor sections; unconditioned space Indicate framing material on floor sections; insulation Indicate material density category and weight of qualifying mass floors 1 C402.2.6 C303.2.1 Indicate R -value of continuous insulation on wall section or foundation detail; Slab on grade floor insulation Indicate insulation extends down vertically and/or horizontally the required distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation w N1 ac C402.2.6 C303.2.1 Radiantly heated slab Indicate R -value of continuous insulation on wall section or foundation detail; on -grade floor insulation Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation 1,41, C402.2.8 Radiant heating system insulation Indicate insulation R -value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab - on -grade) C402.4.1 C502.2.1 C503.3.2 Vertical fenestration maximum area Provide calculation for total vertical fenestration area as a percentage of gross above grade wall area (WWR) for new construction, additions and alterations In ENV -SUM Gut rAAN CIr NJ` C402.4.1.1 C405.2.4.1 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with daylight zones and controls Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50% in 1 & 2 story builidngs: OR Il... 4, oat �D Provide calculations showing that the percentage of overall net floor area within daylight zones is equal to or greater than 25% in buildings 3 stories or more; include the gross floor area and list of spaces omitted for the net floor area; Note in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per WSEC Section C405.2.4.1; indicate method of control in lighting fixture schedules Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC If C402.4.1.3 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with high-performance Indicate high performance U -factors and SHGC values in fenestration schedules; .' 3 If applicable, provide area -weighted U -factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 ��� C403.6.1.4 C403.6 Increased prescriptive maximumevertical fenestration area with DOAS mechanical systems Indicate that for eligibility, all occupied, conditioned spaces will be served by a dedicated outside air system (DOAS) that delivers ventilation air without requiring operation of the heating/cooling system per Section C403.6 ki C402.1.5 Wall/vertical fenestration target area adjustment Indicate if component performance with target area adjustment will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed a Gmt• �� � C402.4.1 C502.2.2 C503.3.3 Skylight maximum area Provide calculation for total skylight area as a percentage of gross roof area (SRR) for new construction, additions and alterations in ENV -SUM filo 4 If `r gip, C402.1.5.2 Roof/skylight target area adjustment Indicate if component performance with target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed C402.4.3 C303.1.3 U -factors, SHGC and VT for all fenestration assemblies Indicate U -factors, SHGC and VT values in fenestration schedules; If applicable, provide area -weighted U -factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gap width, low -e coatings, gas -fill N Jk C402.4.3 Permanent shading devices For windows with overhangs or permanent projection shading devices, provide projection factor calculations (Equation C4-6) and associated minimum SHGC for north and non -north orientations End of Building Permit Plans Checklist 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: Yv n�,.��� Date � •,vta--t p O Applicability (yes,no,na) Cotle Section Component Compliance information required in permit documents Location in Documents Budding Department Notes In single story buildings, provide list of enclosed areas that exceed 2,500 sf, have ceiling height greater than 15 ft, and are space types required to comply with this provision. For each area identify space type, floor area, floor to ceiling height, and any exception taken; N t� 1 C402.4.2 Spaces in single story buildings requiring skylights For each area provide calculations for percentage of conditioned floor area located within a daylight zone including skylight and eligible sidelight daylight zones; kb `s For each area provide calculations for percentage of skylight area, OR; Provide calculations for skylight effective aperture (Equation C4-5); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Air barrier Indicate location of continuous air barrier on plans and sections; SA1 C402.5.1.1 construction and sealing Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) C402.5.3 Rooms containing open combustion fuel buming appliances indicate that room(s) containing non -direct vent appliances is isolated from inside the thermal envelope with a sealed air barrier, including doorway gasketing and sealing around ductwork and piping penetrations; used for space conditioning Indicate insulation provided in wall, floor and ceiling of the room envelope, and insulation required on combustion air ductwork Access openings and doors to shafts, Indicate locations of all access openings and doors to shafts, chutes, stairways and elevators; C402.5.4 chutes, stairways and doors Indicate method of gasketing, weatherstripping and sealing of these openings Outdoor air intakes, Indicate locations of all stairway enclosure, elevator shaft and building pressurization relief openings, outside air intakes and exhaust openings; •openings C402.5.5 C403.2.4.3 exhausts and relief Note in envelope plans that all relief, outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.2.4.3 Indicate method of sealing between light fixture housing and wall or ceiling; C402.5.8 Recessed lighting in building envelope Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules and air curtains; .'j 1141 44 Indicate exception and criteria utilized for all building entrances and exits that do not have a vestibule or air curtain; C402.5.7 Vestibules Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space Indicate on plans the air barrier boundaries and area calculations on all six sides of the air barrier; Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; , C103.2 Building air leakage Indicate required maximum leakage rate for compliance. Y C402.5.1.2 test Include the following requirements in project documents: (1) Submit air barrier test report to jurisdiction once test is completed; (2) If test results exceed 0.4 cfm/ft2 at 0.3 in. wg, then visually inspect air banter and seal noted sources of leakage; (3) Submit a follow-up report to jurisdiction noting corrective measures taken; (4) Include air barrier test report in compliance documentation provided to owner. If "no" is selected for any question, provide explanation: . End of Building Permit Plans Checklist Envelope Requirements Summary, pg 1 ENV -REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.3, C402.1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Refer to Section C410 for all applicable information for refrigerated spaces. Prescriptive Path Table C402.1.3 Notes 1,7 Insulation Minimum R -Value Table C402.1.4 Notes 1,2 Assembly Maximum U -factor Occupancy Group All Other I Group R All Other I Group R Opaque Elements Roofs Insulation Entirely above Deck R-38 c.i. R-38 c.i. U-0.027 U-0.027 Metal Building (with thermal spacer block) Notes R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 U-0.027 U-0.027 Walls, Above -grade Mass R-9.5 c.i. Note 6 R-13.3 c.i. U-0.104 Note 6 U-0.078 Mass transfer deck slab edge No R -Value for prescriptive compliance U-0.200 U-0.200 Metal Building R-19 c.i. R-19 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 w/ int. frame R-21 w/ int. frame U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 1J-0.029 U-0.029 Slab -On -Grade Floors Unheated R -i0 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-1.0 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R -Value for prescriptive compliance U-0.37 U-0.37 Nonswinging (Roll -up or sliding) R-4.75 1 R-4.75 U-0.34 U-0.34 Table C402.4 - 0-30% of wall area, or 30%-40% per Section C402.3.1.1 DLZ or Section C402.3.1.4 DONS ,Section C402.3.1.3 High Performance o Fenestration Option - 0-40% of wall area Fenestration Assembly Maximum U -factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing (fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF<0.2: north - SHGC=0.53; all other SHGC=0.4 0.2 5 PF < 0.5: north - SHGC-0.58; all other - SHGC-0.48 PF 2 0.5: all orientations - SHGC-0.64 PF<0.2: north - SHGC=0.46; all other SHGC=0.35 0.2 5 PF < 0.5: north - SHGC-0.51; all other - SHGC-0.42 • PF 2 0.5: all orientations - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 C410.2 Refrigerated Spaces Insulation Insulation Minimum R -Value Assembly Maximum U -factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 U-0.035 Coolers - Walk-in and Warehouse Roof ! Ceiling R-25 U-0.039 Wall R-25 U-0.039 Door R-25 U-0.039 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Envelope Requirements Summary, pg 2 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 ENV -REQ Revised Jun 2016 Definitions: Ls = Liner system -- A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section A102.2.5.4. c.i. = Continuous insulation-- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x -sectional area of less than 0.04% of the opaque surface area of the assembly. Components with more than 0.04% metal penentrations may be eligible to follow the alternate CI values below. int = Intermediate framing -- Includes insulated headers, corners and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2015 WSEC for completefootnote information. Note 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. Note 2 - Use of assembly U -factors, C-fanominal ctors and F -factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. Note 3 - For metal building roofs where using R -value compliance method, a thermal spacer block is required. Otherwise use the U -factor compliance method. Note 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. Note 5 - Heated slab F -factors shall be determined specifically for heated slabs. Unheated slab F -factors shall not be used. Note 6 - CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met. Refer to Footnote D in Table 0402.1.4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7 - Components with continuous insulation but with metal penetrations / connections may be eligible for alternate continuous insulation R -values if all provisions in applicable footnote are met. Refer to alternate prescriptive R -values in table below and Footnote F in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R -values This alternate nominal R -value compliance option is allowed for projects complying with all of the following: 1. The ratio of the cross-sectional area, as measured in the plane of the surface, of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004 (0.04%), but less than 0.0012 (0.12%). 2. The metal penetrations of otherwise continuous insulation are isolated or discontinuous (e.g., brick ties or other discontinuous metal attaclunents, offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions of the wall structure). No continuous metal elements (e.g., metal studs, z-girts, z -channels, shelf angles) penetrate the otherwise continuous portion of the insulation. 3. Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations (e.g., brickties or other discontinuous metal attachments, offset brackets, etc.) of otherwise continuous insulation. In addition, calculations shall be provided showing the ratio of the cross-sectional area of metal penetrations of otherwise continuous insulation to the overall opaque wall area. Asemtllir, with rOntinEOn; is,utatton free definition) Alternate option kr assemblies with metal penetrations, greater than 0.04ao but less than 0.0Set Alternate option for sssembiies with metal penetrations, greater thanor equal to 6.08es but less than 0-120o f.. .. 11 9c_ - -•3:: R-II.4ci R-143ci R-1.. c. R-13 .a P. -1".1,5.:j P.-1E.3c> R -30c1 .- 30c1 1:-12., -: 3101 -4Ed P.-!'3:: P.-13 - P. - 5u 7.....-13 - P. -P.4:1 R-.- -._ 1i.3c: R-1 ' -1f:i P.. -I: -?-12 :i R-1; - R-15 Sc. R -.3-R-1: 5c: R -13, -P. -15.6c; R.- ii, —3.-1-c: R--3-P:13a 7.-1_-isIf.._tt .:.:-R-17Pel t':1P-R-S :c R-1P-R-lO.t R -1P -R -)1'c R-1P-P_11:t R-1P-P:l.5.'E P.-1P-::I?.2ci R -19 -P. -16c1 P:1P-R-20:7.: R -1v-' --'. P.=0 -3..3&E R-113-R4S.:: P.-10-R.^:i End of Envelope Requirements Summary ✓ o9t + Ic`xib s 109r. — - O 2.-ibfro s r?1 .1 */1x!01 1(0� kht . 3 J`l -: (4' . : &' = aid x Z = Zeo -- - - + uI2¢ -ra dip- PIX)9 ` =1t - �✓ 'Theo -z akzert.‘ °s` 1.105` "a ✓, M COM, 6W -A e \Iwo'v¢ SCO ue s r, g4t,`* - _vccm -ria aptitude , '-' _eet) te-51104 -co INes S-Wv Gee 101 LSI 551 ti EtemenNia. J • -6 %cs SKETCH OF ELEMENT Note: Maks copies al this form tor every bulldin9 element. Framing Patio (i1 applicable) x 605k, man De•toVisu- We VW EC' MaterialThickness Inches Rtin Thickness R Value Solid fl val.re Cavity L2 u4 p. SIF • 00 9/O1 itta.000, Pk" t.sz... TOO 114eAttOrib0 ,...�......_..,, . - _ � �'Iv/}� Io l vim/ OLS 3oke ebitif Awoi-iA) R..17, 60% So 5, time bta Vightv b * • Summation R Va'ues 22 a t U = 1/R 0,04 U Value for Element (Avg.) Asa of Eternent" " Area of Element is net area after openings such as doors. windows and sky. ghts have been subtracted. Element SKETCH OF ELEMENT Note: Make copies of this form tot every building element. SRN 'aJ Elm* Arun Int F24 H]I■I ai'115IN4Wbl.�. 2X f� W (iAp. 13). , Framing Ratio (if applicable) lc Materia} Thickness Inches R/In Thickness R Value Solid R value Cavity 11,116 ttrxtt4, w' D , (pi b, elsitzo ilk," L,22, 6,17. 1E0 V 11 b, 6 Pi .00 AltiGleFtit LOU t144tne ktil b , (a 1 • • Summation R Values 44• si(! u = 1/R b • d 44 U Value for Element (Avg.) _ Area of Element' Area of Element is net area atter openings such as doors, windows and skylights have been subtracted. Elemenl: SKETCH DF ELEMENT Note: Make copies of thls toren tor every building elemtml. Vouttrnoi Framing Ratio (ii applicable) ati4aterial Thickness Inches Fl/In Thickness R Value Solid P value Cavity aria ct J . _ pati(. I� I� ', . Lac' yrb ; 213 b `'b t MVV/ 11'11() 4 k 1 1 1 Ddpt 210tp 144t4c RIO lb 100 •b. . -Summation R Values tQ . StO o9. - U Veue tor Element (A.v^. kea of Element' Area of Element Is net a -ea after openings such as doors, vrndowrs and skyrights have been subtacted. c Element: reJECial tblOTIt-T-ur SKETCH OF ELEMENT Note: Make copies DT this form tcrwery building element. • • framing Ratio ( if applicable) Material Thickness Inches fi/In Thickness , ft Value Solid R value Cavity Pe baa t, ..1 T'iKu fibil ' Gv" 14 . co lake foto. . J 11 • . Summation R Values a, 6' U .c » - b.0461 . U Veve for Element (Avg.) Area o' Element' ' Area of Element k net Area atter openings such as doors. windows and skylia%ts have been subtracted. Joanna Spencer From: David McPherson Sent: Wednesday, December 12, 2018 1:41 PM To: Joanna Spencer Subject: Fw: backflow at 12620 Interurban Ave. South - Tenant Improvement for Covalon - TL no. 000480-0003 - Building permit no. D18-0380 FYI From: Todd Reedy Sent: Monday, December 10, 2018 7:01 AM To: David McPherson Subject: RE: backflow at 12620 Interurban Ave. South - Tenant Improvement for Covalon - TL no. 000480-0003 - Building permit no. D18-0380 Hello David, 12620 Interurban Ave South in Tukwila Commerce Park is current on backflow preventer installation and testing. Thank you, Todd Reedy Water Quality Specialist Tukwila Water Department (206)431-2169 (206)571-6309 cell From: David McPherson Sent: Friday, December 07, 2018 5:37 PM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Subject: backflow at 12620 Interurban Ave. South - Tenant Improvement for Covalon - TL no. 000480-0003 - Building permit no. D18-0380 Todd, Please let me know, if backflow is current at 12620 Interurban Ave. South - Tenant Improvement for Covalon - TL no. 000480-0003 - Building permit no. D18-0380. Thank you. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 1 fx: (206) 431-3665 David.McPherson(cr�TukwilaWA.gov 1 www.tukwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESS!** 1 blo-0380 CEFiMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0380 DATE: 12/5/18 PROJECT NAME: COVALON SITE ADDRESS: 12620 INTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: A-7 AVL t�e"f Building Division • Ao_ 0.--14)--1 Public Works 11111 NV/ W/ I11�1 I� K S N A- I) -7--!c PM r Fire Prevention pi Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 1/03/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW D Staff Initials: 1insrzo13 DAVIS SCHUELLER INC Washington State Department of 40 Labor & Industries IIumc Espanol Eonhct Safety & Health Claims & Insurance Search L&I Page 1 of 3 A..Zindex ]]elp My -].,&I Workplace Rights Trades & Licensing DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775-9400 SNOHOMISH County Business type Corporation Governing persons BARBARA DAVIS BILL E DAVIS; KEN SCHUELLER; DANNETTE SCHULLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DAVISSI105PN Effective — expiration 10/15/1990— 07/01/2020 Bond CBIC Bond account no. SF2518 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Help us improve httric•//ePrnrP Ini wa anv/verify/fletaii.asnx?IJRT=601273797&LIC=DAVISSI105PN&SAW= 1/4/2019 DAVIS SCHUELLER INC Insurance ..............._ ...._...... BITCO National Ins Co Policy no. CLP3669681 $1,000,000.00 Received by L&I Effective date 06/18/2018 07/01/2018 Expiration date 07/01/2019 Insurance history Savings • No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ...................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. 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 588,421-00 ..........._.__.........._. Doing business as DAVIS SCHUELLER INC Estimated workers reported Quarter 3 of Year 2018 "51 to 75 Workers" L&I account contact T2 / DALE RIUTTA (360)902-4834 - Email: RIUD235@lni.wa.gov Account is current. 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 11/10/2015 Inspection no. 317938271 Location 3600 15th avenue Seattle, WA 98114 Inspection results date 04/02/2014 Inspection no. 316973973 Location 12856 Gateway Dr Tukwila, WA 98168 Violations Violations Page 2 of 3 O 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=601273797&LIC=DAVISSI105PN&SAW= 1/4/2019 SITE PLAN N.T.5. TRUE NORTI-I VICINITY MAP NORTH PROJECT AND !BUILDING DATA BUILDING CODE: 2015 11C WITH WASHINGTON STATE AMENDMENTS LOCATION: PARCEL NUMBER: ACCOUNT NUMBER : CONSTRUCTION TYPE: OCCUPANCY GROUP(S): ZONE: LOT AREA: TUKWILA COMMERCE PARK, BUILDING A 12624 INTERURBAN AVE 5 TUKWILA, WA 0004800003 0004800003000 V-8 SPRINKLERED GROUP B OFFICE AND 51 WAREHOUSE C/L-1 465,295 SQ FT (10.68 ACRES) --SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of they Tukwila Buildin NOTE: Revs r wi; .... ,I;t.. submittal and ..dJiti;,I;a, plan leviw,. TENANT SUITE: 5,500 S.F. PARKING: NO CHANGE SCOPE: COIM8INE 3 SPA ES INTO ONE TENANT SPACE, DEMOLITION OP NON EES WALLS, NEW WALLS, I EW OFFICES WITH 114 EXISTING OFFICE !MILD OUT, NEW RESTROOM. ENVELOPE: NEW INSULATION AND MAKE DATED WAREHOUSE, CHANE EXTERIOR WICOWS TO MEET EMMY CODE LEGAL DESCRIPTION LEWIS C C -D C # 31 BEG N 81-44-15 E 199.11 FT FROM 1-4UB AT END OF CURVE ON CENT LN OF DUUJAMISI-I-PENTON JUNCTION RD SD 1U5 BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SECS 14 4 15-23-4 T1 -I N 49-24-00 UJ 2535 FT TIS N 09-36-00 E 52 FT TO TRUE BEG TI -4 S 82-40-30 E 590 FTT1-1N59-22-30E 643.35 FT TNN01-51-30 UJ 343 FT TO LEFT SANK OF DUUJAMIS1-4 RIVER BEING NO- BOUNDRY OF LEWIS D C Tl -I SUJLY ALG SD BANK OF RIVER TO PT N 00-39-40 UJ OF TRUE BEG T1-4 S 00-39-40 E TO TRUE BEG ALSO FOR OFD C Lit' UJ OF ABOVE DESCRIBED LAND SLY 16.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/UJ OF P ELEC CO FOR JOINT RD TGW LOT 41 OF PLAT OF RIVERSIDE INTERURBAN TRS 1 perninFN0169340 Plan review approval is subject to errors ana omissions Approval of construction documents does not auth;.rize the violation of any aaopted code or ordinance Receipt of approved Fiela Copy and 9?ditlens Is yallr'�ii�i: a: BY• Dater/ z7`//q City of TuKwua BUILDING DIVISION BUILDING AREA AND UNSEPERATWD USES: BUILDING 15 SURROUNDED BY 60 YARDS, PER SECTION 501, 5013 BUILDING AREA 15 UNLIMITED IN GROUP B,F,M OR 5 OCCUPANCIES WHEN SPRINKLED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2018 J ity of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 5 2018 PERMIT CENTER g°1'g ellow CD C:\Documents and Settings\AII Users\Documents\CAD1200210225 RREEF\ Tenant Improvements\Tukwila Commerce Park\BLDG B\NEW EXPANSION 11-07-18\CD'S 11-20-18\T-1.dwg, T-1, 11/30/ 0 OFFICE REMOVE EXISTING OVERHEAD CANOPY AS REQUIRED FOR REMOVAL AND REINSTALL OF STROEFRONT REMOVE EXISTING UN INSULATED STOREFRONT FOR NEW STOREFRONT REMOVE EXISTING UN INSULATED WINDOWS FOR NEW WINDOW OFFICE OPEN OFFICE NO CHANGES TO EXISTING OFFICES OFFICE WAREHOUSE A 41'-1" OFFic� X. 1 -IC TEL 1 OFFICE REMOVE EXISTING WINDOW AND FRAME, REUSE LEVEL EXISTING / CONCRETE SLAB IN CORNER REMOVE EXISTING WALL AND DOORS 08EX. I -I • EX. I -1C ORR OFFICE REMOVE EXISTING WALL FOR NEW WINDOW, REUSE FRAME —H- 4 WAREHOUSE REMOVE EXISTING FULL HEIGHT DEMISING WALL A 3-1'-9" 1 • OFFICE 18 OFFICE OFFICE OPEN OFFICE U EX. 1 -IC RR 0 EX. HC ORI OFF I C —LUNCI-I FICE 23 REMOVE EX. DOOR AND WALL FOR NEW DOOR WAREHOUSE REMOVE EXISTING WALL FOR 10'X10' NEW DOOR ELECT. REMOVE EXISTING ELECTRICAL PANEL,RELOCATE OO FLOOR PLAN: DEMO a � tUKIUILA COMMERCE PARK 51 -Da 8 NORtNV V DRIVE IN DOOR DOCK HIGH DOOR DEMO NOTES t 1. REMOVE EXISTING WALLS AS SHOWN, PATCH AND REPAIR WALLS, FLOOR, AND CEILING AS REQUIRED 2. REMOVE EXSTING UN USED LOW VOLTAGE WIRING OF CABLE, PHONE, ETC. 3. REMOVE EXISTING ELECTRICAL IN WALLS BEING REMOVED. PULL OVERHEAD TO A JUNCTION BOX NOTED WITH PANEL AND CIRCUIT. 4. REMOVE EXISTING FLOORING AND 5ASE AS REQUIRED. 2O'=2' EXISTING 1 4 12 2,3,5,11 13,16-19,23 4.1.10 14,24 6,8,9,20 21 22 25,26 21,29 28 30,32,33 31,34 REMOVE EXISTING OVERHEAD DOOR FOR NEU STOREFRONT REMOVE EXISTING HOLLOW METAL DOOR FOR NEW HOLLOW METAL DOOR REMOVE EXISTING WALLS FOR NEW WORK -REMOVE EXISTING WALLS ENLARGE LUNCH DOOR SCHEDULE: EX. ALUMINUM STOREFRONT DOOR, UN INSULATED REMOVE EX. 3'XT' SC WOOD DOORS, WOOD JAMBS, LOCKSETS EX. 3'X7' SC WOOD DOORS, WOOD JAMBS LOCKSETS, THRESHOLDS, WEATHERSTRIP, CLOSER EX. 3'X1' SC WOOD DOORS, WOOD KA,MBS, PRIVACY LOCK EX. 3'X1' SC WOOD DOOR, WOOD JAMBS, PUSH/PULL, CLOSER EX. 3'X1' SC WOOD DOOR, WOOD JAMBS, LATCHSET EX. 3'X'1' SC Wool" DOORS, WOOD JAMBS, PRIVACY LOCK, WEATHERSTRIP TI-IRESHOLD, CLOSER EX 10'X10' UN INSULATED OVERHEAD DOOR TO 5E REMOVED EX. 3'X1' H. METAL DOOR AND JAM5, REMOVE DOOR EX. 10'X10' OVERHEAD DOORS EX. 3'X1' H. METAL DOOR AND JAMB, UNINSULATED TO BE REMOVED REVIEVVED FOR CODE COMPLIANCE APPROVED DEC 272018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 5 2018 PERMIT CENTER D 1q'- 3$v C:\Documents and Settings\All Users\Documents\CAD1200210225 RREEF\_Tenant Improvements\Tukwila Commerce Park1BLD,G B\NEW EXPANSION 11-07-181CD'S 11-20-181T 2=T-4.dwo, T-2. 11/28/2018 4 32:10 PM �SGE PAINT -7 40" / s 54" =� VERTICAL GRAS BAR zog TOILET PAPER PLASTIC LAMINATE WAINSCOAT 2 BULB LIGHT BAR HILL WIDHT MIRROR TO BACKSPLASH 0 COVED SHEET VINYL SASE INTERIOR ELEVATION SCALE:1/2" = 1'-0" RESTROOM NOTES: 1. ALL ACCESSORIES TO 5E MOUNTED AT +40" TO OPERATING PORTION 2. INSULATE THE HOT, WASTE AND COLD WATER UNDER SINKS 3. TOILET FLUSH VALVE ON THE WIDE SIDE OF ROOM 4. SHEET VINYL FLOORING WITI-I SEAM SEALER AND COVED 6" SHEET VINYL 5,45E. REMOVE EX. WINDOW INSTALL NEW INSULATED STOREFRONT WINDOW i 18" \SGE FAINT -7 GRAB BAR PLASTIC LAMINAT= WAINSCOAT 24" 18" FLUSH HANDLE ON OPEN SIDE i INSULATED +4Ot e COLD WASTE FIFE INTERIOR ELEVATION SCALE:1/2" = 1'-0" INSTALL NEW TOILET AND URINAL TO MEET ADA STANDARDS AWNING NOT SHOWN FOR CLARITY REMOVE EX. STOREFRONT INSTALL NEW INSULATED STOREFRONT W/ DOOR EXTERIOR WINDOW NOR7N EXTERIOR STOREFRONT NORTH SCALE:1/2" = 1'-0" SCALE:1/2" = 1'-0" WOOD SLOPE SOFFIT ABOVE REMOVE EX. STOREFRONT INSTALL NEW INSULATED STOREFRONT W/ DOOR SG SC. SG SG SG SG M SG SG REMOVE EX. OVER! -LEAD DOOR INSTALL NEW INSULATED STOREFRONT •1 k LY EXTERIOR STOFONT NORW EXTERIOR STOREFRONT SOUTh4 REAR SCALE:1/2" = 1-0" SCALE:1/2" = 1-0" WINDOW ENERGY: NEW STOREFRONT SYSTEM TO BE DOUBLE INSULATED GLAZING, LOWE E TYPE C, ARGON FILLED, ,ANY SPACER, THERMAL BROKEN FRAME, !BRONZE TO MATCI-4 EXISTING DARK !BRONZE, U-0.31 (C303.13(5) DEFAULT VALUE IS 0.65 (C303.13(1) EXISTING SINGLE PANE, LASS, WITHOUT THERMAL BROKEN FRAME U=1.58 WALL SCHEDULE: 1 NEW 3 5/8" X 25 GA STEEL STUDS AT 24" O.C. 70 CEILING (BRACT= TO ROOF STRUCTURE AT MAX S' O.C., WITH FULL THICK SOUND BATTS, 5/8" GYP BD EACH SIDE 2 NEW IN FILL, STEEL STUD TO MATCH WALL THICKNESS, 5/8" GYP IBD EACH SIDE 3. NEW FURRING OVER EXISTING WALLS, R-10 RIGID INSULATION ONTO EXSTING WALL,TO 8' AFF, 3 5/8" STEEL STUD X 20 GA, TO S'AFF WITH R-13 BATT INSULATION, VAPOR BARRIER, 5/8" GYP BD TO 8' AFF (U-0.45) FROM 8' TO ROOF DECK, INSTALL R-19 STICK PIN INSULATION W/ WHITE VINYL FACING FS 25 (U=0.44) 4 NEW FURRING OVER EXISTING EXTERIOR TILT UP CONCRETE, R-10 RIGID INSULATION ON CONCRETE TO 8' AFF, 3 5/8" STL STUD X 20 GA AT 24" 0.C. TO 8' AFF, UWIT1-I R-13 !BATT INSULATION , VAPOR BARRIER, 5/8" GYP BD TO 8' AFF (U=0.05) FROM 8' AFF TO ROOF DECK, INSTALL R-19 6" STICK PIN INSULATION WITH WHITE VINYL FACING FS 25 (U=0.49) •=c1 - EX. OFFICE COMBINED = 2,144 SF * 1/100 = 21 OCCUPANTS SINGLE EXIT REQUIRED. 15'-21 EX. OFFICE 2980 SF ' 1/100 = 30 OCCUPANTS SINGLE EXIT REQUIRED. 55'-3" OFFICE OPEN OFFICE OFFICE OFFICE OFFICE ThVIR.HOI TEL WAREHOUSE WARE! -{OUSE COMBINED = 4,915 OPEN OFFICE SF ' 1/500 = 10 OCC SINGLE EXIT REQUIRED REPLACE ALL EX WAREHOUSE LIGHT BULBSWITH NEW LED LIG-ITS (SEPARATE PERMIT) MAX 0.5 WATTS .PER SF RELOCATED ELECTRICAL PANEL 0 41'-1" DRR EX.HC NEW OFFICE 07 NEW MALL 71 - New OFFICE 077E7 •� QI NEW OFFICE '3 0 WARE1-1OUSE 11'-4" n 31'-9" OFFICE NEIU ;3gOFFICE OFFICE OFFICE 8'-2" OPEN OFFICE 5' DIA TURNING 5'X5' CLEAR SPACE AT TOIL ELECT. 1 EX.HC RR I1 0 EX.I-4C RR 1 �- sc3 0 EX.HC RR lUl NEW OFFICE ci_fll) NEW LUNCH J LUNCH OFFICE -RELOCATE HOT WATER TANK AND OVERFLOW DRAIN WAREHOUSE WAREHOUSE 2,511 SF 1/500 = 5 OCG SINGLE EXIT REQUIRED REPLACE ALL EX. WAREHOUSE LIGHT E8UL85 WITH NEW LED LIGHTS (SEPARATE PERMIT) MAX 0.5 WATTS/SF sADD-1-4VAC (5 -7G) IN WAREHOUSE UNDER SEPARATE PERMIT --- 10'-0" 2O' =2 I1 J, 0 10'-0" 31' =2" ALL NEW FINISHES IN THEE SPACES, PAINT DOORS AND JAMBS FLOOR PLAN: NEW iUKUJILA COMMERCE PARK 51 -IDG. 8 1110 12620+1262X INtEi2UR5AN AVE. S. NORTH iUKU11LA, WASHINGTON DRIVE IN DOOR DOCK I-IIGI4 DOOM WINDOW SCHEDULE: W1 INTERIOR RELITE, 2'-0" X 6'-6" ON 6" CURB (MATCH EXSTING, 1/4" CLEAR GLAZING IN WOOD FRAMES, SAFETY GLAZING AS REQUIRED BY CODE W2 NEW STOREFRONT SYSTEM ,E3RONZE ANODIZED THERMAL BROKEN FRAMES, 1" INSULATED GLAZING WITH LOUD-E,(SAFETY GLAZING AS REQUIRED), (U=0.31) W3 NEW 65" X 36" (VERIFY IN FIELD), DARK IBRONZE,THERMAL BROKEN FRAMES WITH 1" CLEAR GLAZING WITH LOW -E, (U=0.31) W4 NEW 10' X10' STOREFRONT SYSTEM, DARK BRONZE THERMAL BROKEN FRAMES WITH 1" INSULATED GLAZING WITH LOW -E, (SAFETY GLAZING PER CODE) PROVIDE PRIVACY FILM ON !BOTTOM GLASS PANELS, (U=0.31) W5 NEW 1" SAFETY GLAZING AND ` INSULATE, IN RE USED EXISTING FRAME (U=0.40). REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272018 RECEIVED CITY OF TUKWILAa DEC 0 5 2010 PERIVIIT CENTER City of Tukwila DOOR SCHEDULE BUILDING DIVISION ALL NEW DOORS TO HAVE LEVER HANDLES,REUSE AS APPROPRIATE, MAX 1/2" THRESHOLDS N1,N2 NEW 3'-0" X 11-0" !BRONZE ALUMINUM STOREFRONT DOOR, INSULATED, SAFETY GLAZING, CYLINDER WITH EXIT PADDLE, W1RE PUSH AND PULLS, DARK !BRONZE TO MATCH EXISTING, WITI-L CLOSER, THRESHOLD LATCHGUARD,WEATHERSTRIP (U=0.08) N3,N4,N5 NEW 3'-0" X 11-0" SC WOOD, WOOD JAM5S,1 1/2 PAIR N6,N1 BUTTS,LOCKSET,WALL STOP N8 NEW 3'-0" X 11-0" SC WOOD, WOOD JAMBS, 1 1/2 PAIR BUTTS, PRIVACY, LOCK, CLOSER, THRESHOLD,WEATHERSTRIP (U=034) N9 NEW 3'-0" X 7'-0" SC WOOD DOOR, WOOD JAMB, 1 1/2 PAIR BUTTS, PUSH/PULL, CLOSER N10 NEW 3'-0" X 1'-0" H. METAL,INSULATED DOOR (EX. JAMBS), LOCSET,CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD,(U = 0.34) N11 NEW PAIR 5'-0" X 10'-0" H. METAL DOOR INSULATED, I -I. METAL JAMBS, SPRING BOMMEIR HINGES, PUS AND PULL, WINDOW (INSULATED), WEATHERRIP, WALL STOP \•/ 03to C:\Documents and Settings\AII Users\Documents\CAD1200210225 RREEF\ Tenant Improvements\Tukwila Commerceark\BLDG B\NEW EXPANSION 11-07-181CD'S 11-20-18\T-2=T-4.dwg, T-3, 11/29/2018 11:44:17 AM SG a SG SG \ 1 12'-3" REMOVE EX. STOREFRONT INSTALL NEW INSULATED STOREFRONT W/ DOOR EXTERIOR WINDOW NOR7N EXTERIOR STOREFRONT NORTH SCALE:1/2" = 1'-0" SCALE:1/2" = 1'-0" WOOD SLOPE SOFFIT ABOVE REMOVE EX. STOREFRONT INSTALL NEW INSULATED STOREFRONT W/ DOOR SG SC. SG SG SG SG M SG SG REMOVE EX. OVER! -LEAD DOOR INSTALL NEW INSULATED STOREFRONT •1 k LY EXTERIOR STOFONT NORW EXTERIOR STOREFRONT SOUTh4 REAR SCALE:1/2" = 1-0" SCALE:1/2" = 1-0" WINDOW ENERGY: NEW STOREFRONT SYSTEM TO BE DOUBLE INSULATED GLAZING, LOWE E TYPE C, ARGON FILLED, ,ANY SPACER, THERMAL BROKEN FRAME, !BRONZE TO MATCI-4 EXISTING DARK !BRONZE, U-0.31 (C303.13(5) DEFAULT VALUE IS 0.65 (C303.13(1) EXISTING SINGLE PANE, LASS, WITHOUT THERMAL BROKEN FRAME U=1.58 WALL SCHEDULE: 1 NEW 3 5/8" X 25 GA STEEL STUDS AT 24" O.C. 70 CEILING (BRACT= TO ROOF STRUCTURE AT MAX S' O.C., WITH FULL THICK SOUND BATTS, 5/8" GYP BD EACH SIDE 2 NEW IN FILL, STEEL STUD TO MATCH WALL THICKNESS, 5/8" GYP IBD EACH SIDE 3. NEW FURRING OVER EXISTING WALLS, R-10 RIGID INSULATION ONTO EXSTING WALL,TO 8' AFF, 3 5/8" STEEL STUD X 20 GA, TO S'AFF WITH R-13 BATT INSULATION, VAPOR BARRIER, 5/8" GYP BD TO 8' AFF (U-0.45) FROM 8' TO ROOF DECK, INSTALL R-19 STICK PIN INSULATION W/ WHITE VINYL FACING FS 25 (U=0.44) 4 NEW FURRING OVER EXISTING EXTERIOR TILT UP CONCRETE, R-10 RIGID INSULATION ON CONCRETE TO 8' AFF, 3 5/8" STL STUD X 20 GA AT 24" 0.C. TO 8' AFF, UWIT1-I R-13 !BATT INSULATION , VAPOR BARRIER, 5/8" GYP BD TO 8' AFF (U=0.05) FROM 8' AFF TO ROOF DECK, INSTALL R-19 6" STICK PIN INSULATION WITH WHITE VINYL FACING FS 25 (U=0.49) •=c1 - EX. OFFICE COMBINED = 2,144 SF * 1/100 = 21 OCCUPANTS SINGLE EXIT REQUIRED. 15'-21 EX. OFFICE 2980 SF ' 1/100 = 30 OCCUPANTS SINGLE EXIT REQUIRED. 55'-3" OFFICE OPEN OFFICE OFFICE OFFICE OFFICE ThVIR.HOI TEL WAREHOUSE WARE! -{OUSE COMBINED = 4,915 OPEN OFFICE SF ' 1/500 = 10 OCC SINGLE EXIT REQUIRED REPLACE ALL EX WAREHOUSE LIGHT BULBSWITH NEW LED LIG-ITS (SEPARATE PERMIT) MAX 0.5 WATTS .PER SF RELOCATED ELECTRICAL PANEL 0 41'-1" DRR EX.HC NEW OFFICE 07 NEW MALL 71 - New OFFICE 077E7 •� QI NEW OFFICE '3 0 WARE1-1OUSE 11'-4" n 31'-9" OFFICE NEIU ;3gOFFICE OFFICE OFFICE 8'-2" OPEN OFFICE 5' DIA TURNING 5'X5' CLEAR SPACE AT TOIL ELECT. 1 EX.HC RR I1 0 EX.I-4C RR 1 �- sc3 0 EX.HC RR lUl NEW OFFICE ci_fll) NEW LUNCH J LUNCH OFFICE -RELOCATE HOT WATER TANK AND OVERFLOW DRAIN WAREHOUSE WAREHOUSE 2,511 SF 1/500 = 5 OCG SINGLE EXIT REQUIRED REPLACE ALL EX. WAREHOUSE LIGHT E8UL85 WITH NEW LED LIGHTS (SEPARATE PERMIT) MAX 0.5 WATTS/SF sADD-1-4VAC (5 -7G) IN WAREHOUSE UNDER SEPARATE PERMIT --- 10'-0" 2O' =2 I1 J, 0 10'-0" 31' =2" ALL NEW FINISHES IN THEE SPACES, PAINT DOORS AND JAMBS FLOOR PLAN: NEW iUKUJILA COMMERCE PARK 51 -IDG. 8 1110 12620+1262X INtEi2UR5AN AVE. S. NORTH iUKU11LA, WASHINGTON DRIVE IN DOOR DOCK I-IIGI4 DOOM WINDOW SCHEDULE: W1 INTERIOR RELITE, 2'-0" X 6'-6" ON 6" CURB (MATCH EXSTING, 1/4" CLEAR GLAZING IN WOOD FRAMES, SAFETY GLAZING AS REQUIRED BY CODE W2 NEW STOREFRONT SYSTEM ,E3RONZE ANODIZED THERMAL BROKEN FRAMES, 1" INSULATED GLAZING WITH LOUD-E,(SAFETY GLAZING AS REQUIRED), (U=0.31) W3 NEW 65" X 36" (VERIFY IN FIELD), DARK IBRONZE,THERMAL BROKEN FRAMES WITH 1" CLEAR GLAZING WITH LOW -E, (U=0.31) W4 NEW 10' X10' STOREFRONT SYSTEM, DARK BRONZE THERMAL BROKEN FRAMES WITH 1" INSULATED GLAZING WITH LOW -E, (SAFETY GLAZING PER CODE) PROVIDE PRIVACY FILM ON !BOTTOM GLASS PANELS, (U=0.31) W5 NEW 1" SAFETY GLAZING AND ` INSULATE, IN RE USED EXISTING FRAME (U=0.40). REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272018 RECEIVED CITY OF TUKWILAa DEC 0 5 2010 PERIVIIT CENTER City of Tukwila DOOR SCHEDULE BUILDING DIVISION ALL NEW DOORS TO HAVE LEVER HANDLES,REUSE AS APPROPRIATE, MAX 1/2" THRESHOLDS N1,N2 NEW 3'-0" X 11-0" !BRONZE ALUMINUM STOREFRONT DOOR, INSULATED, SAFETY GLAZING, CYLINDER WITH EXIT PADDLE, W1RE PUSH AND PULLS, DARK !BRONZE TO MATCH EXISTING, WITI-L CLOSER, THRESHOLD LATCHGUARD,WEATHERSTRIP (U=0.08) N3,N4,N5 NEW 3'-0" X 11-0" SC WOOD, WOOD JAM5S,1 1/2 PAIR N6,N1 BUTTS,LOCKSET,WALL STOP N8 NEW 3'-0" X 11-0" SC WOOD, WOOD JAMBS, 1 1/2 PAIR BUTTS, PRIVACY, LOCK, CLOSER, THRESHOLD,WEATHERSTRIP (U=034) N9 NEW 3'-0" X 7'-0" SC WOOD DOOR, WOOD JAMB, 1 1/2 PAIR BUTTS, PUSH/PULL, CLOSER N10 NEW 3'-0" X 1'-0" H. METAL,INSULATED DOOR (EX. JAMBS), LOCSET,CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD,(U = 0.34) N11 NEW PAIR 5'-0" X 10'-0" H. METAL DOOR INSULATED, I -I. METAL JAMBS, SPRING BOMMEIR HINGES, PUS AND PULL, WINDOW (INSULATED), WEATHERRIP, WALL STOP \•/ 03to C:\Documents and Settings\AII Users\Documents\CAD1200210225 RREEF\ Tenant Improvements\Tukwila Commerceark\BLDG B\NEW EXPANSION 11-07-181CD'S 11-20-18\T-2=T-4.dwg, T-3, 11/29/2018 11:44:17 AM SPACER BAR OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. CROSS RUNNER MAIN RUNNER MIN. 2" UN -ATTACHE WALLS LL ANGLE NOTE: ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) AT TWO ADJACENT WALLS VIA POP RIVETS. 4 VGA WIRES WITHIN 2" OP CR055 TEE CONNECTION ARRANGED .4T 90° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45'. LOCATE RESTRAINT PANELS AT I2' O.C. IN EACH DIRECTION AND WITHIN 6' OF EACH WALL. NOTES: NOTE: SUSPENSION WIRES TO BE 12 GAGE AT 4' O.C. W/ ATTACHMENT DEVICES CAPABLE OP SUPPORTING 100 POUNDS. HANGER 4 PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED I) MAIN BEAMS TEES AND CROSS TEES MUST BE HEAVY DUTY LW CONNECTION STRENGTHS OF 100 POUNDS IN COMPRESSION 4 TENSION. • 2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT TO LESS THAN 1/4" AT POINT OF ATTACHMENT. 3) LIGHT FIXTURES TO BE POSITIVELY ATTACHED -EC MAIN AND CROSS TEES. AND IF OVER 50, MUST INDEPENDENTLY SUPPORTED. 4) PARTITIONS GREATER THAN 6' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITION 6' OR LESS NO ATTACHMENT IS REQUIRED. W SPRINKLER HEAD PENETRATIONS MUST HAVE 2" OVERSIZED TRIM TO ALLOW I" MOVEMENT IN ALL DIRECTIONS. 6) MANUFACTURER CERTIFICATION OP COMPONENT PERFORMANCE AND PERIODIC SPECIAL INSPEC- OF ANCHOR SYSTEM IS REQUIRED. 1) FOR CEILING AREAS EXCEEDING 2500 SF, A SEI: SEPERATION JOINT OR DILL HEIGHT WALL PARTI1 THAT BREAKS THE CEILING SHALL BE PROVIDEC S) ALL CROSS TEES SHALL BE CAPABLE Off CARRYING THE DESIGN LOAD WITHOUT EXt,CEDir DEFLECTION EQUAL TOY360 OF ITS SPAN. 9) ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCH. RESTRAINED CEILING DETAILS (MEETS I13C 2015 SEC 808 AND ASTM C 635 ASTM C 636 AND ASCE 1-02) SCALE 15'-24" PROVIDE HEADER AT CEILING 55'-3" REMOVE EXISTING LIGHT FIXTURE, ELOCAT E TO I-IALL REMOVE EXISTING GID INSTALL NEW GRID TO MATCI-I CEILING ADJACENT RELOCATE EX. LIGHT FIXTURES NO CHANGES TO EXISTING LIGHTING AND GRID lam -omia1 . w mit RELOCATE EX. LIGHT FIXTURE 1110111111.1INIMINIr -11111•11111O 1 1 1 1 0 KM WA 0 IY41 11'-4" WAREI-LOUSE UJARENOUSE REPLACE ALL EX WAREHOUSE LIGHT SULSS WITH NEUJ LED LIGHTS (SEPARATE PERMIT) WAREHOUSE REPLACE ALL EX. WAREHOUSE L IGWIr SULSS WITH NEW LED LIGHTS SEPARATE PERMIT) ,ADD HVAC (5 TON) IN WAREHOUSE EPARATE PERMIT 9 - -1 L 10 MEM 1•111110 10111111. ONO INIMID 011106 n REF CEILING PLAN: NEW TUKW I L A COMMERCE PARK 5L DG. 5 12620+1262X INTERUIR5AN AVE. 5. NORTH TUKUJ I L A, WASHINGTONV V DRIVE IN DOOR DOCK HIGH DOOR 10'-0" 2O'=2II T 10'-0" 311=2i1 J NOTES: 1. PATCH AND REPAIR EXISTING CEILING GRID AS REQUIRED. 2. EXISTING CEILING GRID IS 2'X4' SECOND LOOK, MATCH EXISTING 3. REMOVE AND RELOCATE EXISTING LIGHTS AS SHOWN. 4. PROVIDE NEUJ SUJITCI-4ING FOR NEW ROOMS WITI-4 OCCUPANCY SENSORS 5. DAYLIGHTING CONTROLS ARE NOT REQUIRED WITH OCCUPANCY SENSORS ENERGY NOTES: NO CHANGE IN EXISTING OFFICE WATTAGE, RELOCATE EXISTING FIXTURES AS REQUIRED, PROVIDE NEW SWITCHING AND OCCUPANCY IN NEW SPACES REVIEWED FOR CODE COMPLIANCE APPROVED D‘ DEC 272018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 052018 PERMIT CENTER -03ED C:1Documents and Settings\All Users\Documents\CAD\2002\0225 RREEF\ Tenant Improvements\Tukwila Commerce Park\BLDG B\NEW EXPANSION 11-07-181CD'S 11-20-181T-2=T-4.dwg, T-4, 1 1/29 2018 11:44:39 AM 6" R-19 STICK PIN INSUL. WITH FS 25 FACING CAULK a .4 4 • 4 EX. PAINTED CONCRETE TILT -UP PANEL 10' AFF CAULK EACH SIDE ANODIZED ALUM. STOREFRONT 1" INSULATED GLAZING NEUJ REAR WINDOW N-IEAD DETAIL SCALE: 1-1/2" : I'-0" 5/8" GYP BD. OVER 3 5/8" STEEL STUDS, VAPOR BARRIE R-13 BATT INSULATION R-10 RIGID INSUL. EX. PAINTED CONCRETE TILT -UP PANEL CAULK EACH SIDE ANODIZED ALUM. STOREFRONT 1" INSULATED GLAZING NEUJ REAR WINDOW JAMB DETAIL SCALE: 1-1/2" = 1'-0" SECTION 5/8" GYP BD. OVER 3 5/8" STEEL STUDS, VAPOR BARRIE R-13 BATT INSULATION R-10 RIGID INSUL. EX. PAINTED CONCRETE TILT -UP PANEL CAULK EACH SIDE ANODIZED ALUM. STOREFRONT I" INSULATED GLAZING NEUJ FRONT WINDOW J4ME3 DETAIL SCALE: 1-1/2" : 1'-0" CAULK INSULATED GLAZING ANODIZED ALUM. STOREFRONT UJ/ 1" INSULATED GLAZING NEW METAL EDGE 4 CORNER FINISH FLUSH 4 SMOOTH EX. 5/8" GYP BD. INSULATED WALL 7- EX. PAINTED CONCRETE TILT -UP PANEL 3' AFF NEW ANODIZED ALUM. STOREFRONT SECTION 1" INSULATED GLAZING PROVIDE OBSCURE FILM ON INSIDE WINDOW I4ORIZONT4L MULLION REARS SCALE: 1-1/2" : I'-0" CAULK EX. CONCRETE SLAB INSULATED GLAZING NEW ANODIZED ALUM. STOREFRONT W/ 1" INSULATED GLAZING CAULK FLASHING OVER CONCRETE TILT UP PANEL (SUB -SILL) EX. EXTERIOR SURFACE WINDOW SILL. FONT STOREFRONT SIM SCALE: 1-I/2" = 1'-0" sECtIoN SECTION CAULK FLASHNG OVER CONCRETE TILT UP PANEL (SUB -SILL) PAINTED TILT UP CONCRETE UJINDOUJ SILL. FRONT WINDOW SCALE: 1-1/2" = I'-0" SECTION EX. 5/8" GYP P. INSULATED WALL STUDS EX. SUSPENDED ACOUSTIC CLG CEILING TEE CAULK 114-1111 EX. WOOD SLOPED SOFFIT 10' AFF CAULK EACH SIDE ANODIZED ALUM. STOREFRONT 1" INSULATED GLAZING NEUJ WINDOW WE 40 FRONT DETAIL. SECTION SCALE: I-1/2" = 1'-0" NEW 1" INSULATED GLAZING IN ALUMINUM THERMAL BREAK FRAME WEATHER STRIP 4 SLOP EW ALUMINUM STOREFRONT DOOR W/ INSULATED SAFETY GLAZING STOREFRONT JAMB SCALE: 1-1/2" = 1'-0" HOLLOW METAL DOOR PAINTED 4 INSULATED METAL THRESHOLD UJ/ NEOPRENE EXPANSION JOINT 4.. 4 SECTION 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED SOLID CORE WOOD DOOR (STAIN) 5/8" GYP BD. EACH SIDE UJOOD FRAME DETAIL: DOOR SCALE: 1-1/2 = 1'-0" CONC. SLAB UJ/ THICKENED EDGE Q OPENINGS a 1-101LOUJ METAL. DOOR Th-IRESI-101D SCALE: 1-1/2" = I'-0" SECTION SECTION SECTION 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WooP BLOCKING 2 1/2" WOOD CASING STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD SLOP - STAINED 1/4" CLEAR GLAZING (SAFETY GLAZING PER CODE) 1" INSULATED ADJACENT TO SEMI HEATED SPACE 5/8" GYP BD. EACH SIDE WOOD FRAME DETAIL: WINDOUJ SCALE: 1-1/2" : 1'-0" FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12ga. WIRES SPLAYED 9 45 TO AN EYE SCREW 6 ROOF AND TOP OF WAL �■■■■■■■■■■■■■■■■■r! ,1■■■■■■■■■■■i 111 ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 - "6 x 1 1/8" LONG SCREWS AT 2'-0" O.C. TYPICAL STUDS WALL PER SCR). (FOR WALL INSULATION SEE PLAN) 5/8" GYP. BD. EA SIDE (FLUSH FINISH). SEE REFLECTEDAki CEILING PLAN TYP. UJ,4LL. TO REFLECTED CEILING SCALE: 1-1/2" : I'-0" TYPICAL WALL FRAMING. ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS, HILTI. OR APPROVED, 0.131" DIA., 1" EMBEDMENT AT 24" O.C. 4 4 4 4 SECTION sECtION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2018 City of Tukwila BUILDING DIVISION 5/8" G D. (TYPE 'X' a FIRE RATED WALLS.) ACOUSTICAL BLANKET SOUND WALL. CONC. SLAB ON GRADE • UJALL. TO SLA 3 SCALE: 1-I/2" = 1,-0" Com ar C:\Documents and Settings\AII Users\Documents\CAD1200210225 RREEF\ Tenant Improvements\Tukwilak\ CAULK GYP. BD. TO FLOOR 6 ALL SOUND AND INSUL. WALLS RECEIVED CITY OF TUKWILA DEC 052018 \NEW EXPA TER SECTION S 11-20-181T-2=T-4.dwg, T-5, 11/ 8/20184:33:22 PM