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Home My WebLink AboutPermit D15-0072 - STELFAST INC - RESTROOMSTELFAST INC 350 MIDLAND DR D15-0072 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 Parcel No: 8836500100 Address: 350 MIDLAND DR Project Name: STELFAST INC Owner: Name: AMB PROPERTY CORP/ATTN: REA Address: 60 STATE ST STE 1200, BOSTON, WA, 02109 Contact Person: Name: ADRIANNE MARTIN -JACKSON Address: 119 S MAIN ST #410 , SEATTLE, WA, 98104 Contractor: Name: JOHNSON TENANT IMPROVEMENT INC Address: P.O. BOX 1149, BOTHELL, WA, 98041- 1149 License No: JOHNST1092PA Lender: Name: PROLOGIS INC Address: 12720 GATEWAT DR, TUKWILA, WA, 98168 DESCRIPTION OF WORK: Permit Number: D15-0072 Issue Date: 5/5/2015 Permit Expires On: 11/1/2015 Phone: (206) 624-3210 Phone: (206) 660-5286 Expiration Date: 10/7/2015 ADDING RESTROOM ATTHE OFFICE Project Valuation: $25,000.00 Fees Collected: $991.02 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Occupancy per IBC: S-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: c 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 r 't and agree to the conditions attached to this permit. Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: 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) 2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 1: 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). 6: 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) 5: 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) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: 'BUILDING PERMIT CONDITIONS' 11: 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. 12: 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. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: 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. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: 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. 19: 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" 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 0601 WALL INSULATION oCITY OF TUKH _ .A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht!p://www.TukwilaWA.gov Building Permit No. Project No. - Date Application Accepted: Date Application Expires: use 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.: 883650-0100 Site Address: 350 Midland Drive Suite Number: Tenant Name: Stelfast, Inc. New Tenant: PROPERTY OWNER Name: Prologis, Inc. Address: 12720 Gateway DR City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Adrianne Martin -Jackson I Main Architecture, P.S Address: 119 South Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: adriannem@pkjb.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: T) H:kApplicalions\Forms-Applications On Line\2011 ApplicationsTcrmit Application Revised - 8-9-1 Ldoex Revised: August 2011 bh Floor: I ❑✓ .....Yes ❑..No ARCHITECT OF RECORD Company Name: Jackson I Main Architecture, P.S. Architect Name: Gregg Percich Address: 119 South Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: gpercich@pkjb.com ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Nam • . Address: �-•� � t City: State: u Zi Q Page] of 4 BUILDING PERMIT INFORMATIO. !06-431-3670 Valuation of Project (contractor's bid price): $�,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed info''"nation): Alol J 0, 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 73,074 65 0 V-B S-1 2 Floor 3'd 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): 144,473 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: 74 Compact: Handicap: 3 Will there be a change in use? ❑....... Yes ©....... 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 0 .......No If "yes, attach list of materials and storage locations on a separate 8-112"x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWomis-Applications On Linc\2011 ApplicalionsTcmit Application Rcviscd - 8-9-1 Ldocx Rcviscd: August 2011 Page 2 of 4 hh PUBLIC WORKS PERMIT INFO' ATION — 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 El ... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 ADDlication (mark boxes which aDn ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Maui Extension.............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: 1 WO# WO Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Water Meter Refund/Billing: Name: Day Mailing Address: City State Zip State Zip H:\Applications\Forms-Applications On Linc\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx 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 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 OUNER OKAIU1iH0RIZED AGENT: Print Name:yregg rercicn Mailing Address: 119 South Main St Suite 410 Date: 03/19/2015 Day Telephone: (206) 624-3210 Seattle city WA 98104 State Zip K\ApplicationsWo ms-Applications On Line\2011 ApplicationsWc—it Application Revised - 8-9-1 l.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $613.82 D15-0072 Address: 350 MIDLAND DR Apn: 8836500100 $613.82 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 0.00 $580.30 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $29.02 Date Paid: Tuesday, May 05, 2015 Paid By: JOHNSON TENANT IMPROVEMENT INC Pay Method: CHECK 21164 Printed: Tuesday, May 05, 2015 9:18 AM 1 of 1 C#?W srsreMs Date Paid: Thursday, March 19, 2015 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 284853 Printed: Thursday, March 19, 2015 3:17 PM 1 of 1 SYSTEMS INSPECTION RECORD 9r� �� Retain a copy with permit/ I ECTIQN N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Projec : � Type Bfn ecti Ac.rS-0 (_ /� Y r a �J Date Calle . Special Instructions: Date Wanted: a.m. 1,7 — �� C _ p.m. Requ Ister: Phone No: IInspector: / — IDaty `�� ,_/ rl 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 19/5- W 7Z7 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 Projgcr_— faL&f f Type o n s ctiory. f Ireess_: Date CaIIe Special Instructions. Date Want d• a.m. p.m. ReVter: Phone 4 j^ ��✓� ❑ Approved per applicable codes. 9rcorrections required prior to approval. COMMENTS: i IL 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 .1 Retain a copy with permit INSP TCTION NO. PER441T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P , t _... 3L� Type f I so �tioa�_ U41 Address^ -33-0 A0((Gold PV Date Called: Special Instructions'. Date Wantgd, a.m. 5-- p.m. Requester: Phone No, lInspector. V I Date' _ F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L749 INSPECTION RECORD : Retain a copy with permit: —NO PERMIT NO. IN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4313670 Permit Inspection Request Line (206) 438-9350 Typi of I[--- cs�nspectlo'n: t_" V4-( V Address: Date Called: Special Instructions: Date ?rated. a.m. - zJ0 — p.m. Requester- Phif0. i?rje No:v !fZL_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION RECORD /'S S - Of f / Retain a copy with permit D/ 7 CQ 77_ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type ofpection: Address: Contact Person: Suite #: ;�;;— , Special Instructions: Phone No.: I X1� Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ` �� S 1 Date: 6110 f/ s' I Hrs.: ,. ❑ 100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address Stelfast Inc TI Date 3/18 5 Compliance forms do not 350 Midland Drive For Buildin ,Dep ranerftse .VwV� li i Cc Tukwila, WA require a �f� `1ANCG �`'cD password to .oDE Applicant Name: Jackson I Main Architecture, P.S. Instructional and calculating cells AP PR v G Applicant Address: pp 119 South Main Street ,Suite 410, Seattle, WA are write- 2. Applicant Phone: 206.624.3210 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path O Lighting Power Density Calculations O Total Buildin Perfor eOf ,,j•1 ;Jtge �Sy �� (If Total Building Perform nce t to �r- r-H _'sore fired. Lighting Power Allowance Building Area Method Q Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG4NT-BLD^) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. ITS' OF :"UMa _P. a BAR 19 2T,5 PrIrMAIT (**r&I TIC£.% 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Stelfast Inc TI Date 3/18/2015 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing b/dg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. For Building Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 (3ross Interior Area in ft2 Watts Allowed (watts/f12 x area) 111 Restroom 0.98 65 64 Atrium** Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. '* For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 65 64 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed 111 1X4 2 Bulb Flourescent 1 64 64 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 64 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual /uminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as ne_w,fixture.. Jden{Ify as existing in fixture description. 6. If #NA appears in Retail Display cells, information on LTG-INT-DISPLAY is incomplete. H —ll--� 7 i_` t u (Interior Lighting Power Allowance * * ` COMPLIES1 FILE CUPY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: Stelfast Inc Tl Date `, 3/18/2015 350 Midland Drive For Building DepartUse NCIE S�oG Colo ,10 D App� VE Tukwila, WA� Applicant Name: Jackson I Main Architecture, P.S. Applicant Addr: 119 South Main Street, Suite 410, Seattle, llt� Applicant Phone: 206.624.3210 Ik Project Description ❑ New Building ❑ Addition ❑ Alterati IYrts nclud Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG-EXT form O Zone 1 Q Zone 2 Q Zone 3 Q one' U,(�i1,a C�tY O V�®� Compliance Option Q Lighting Power Density Calculations Q Total 'uit h�' e# ln; =O . Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy > 60 IumensAN ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alterations No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Surface Description Allowed atts per ft2 or per If Area (ft ), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts olus the base site allowance. Anv base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 0 Non -Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual Total excess Non -Tradable watts: surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Site AIIoVq.nc� &zlp�cti: IExterior Lighting ICITY OF TUKWIIJI� MAR 19 2,015 a wqa 83r-MAnt^ P%e1=a1 rr.a 61 as, M 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 Project Info Project Address Stelfast Inc TI D .e ij We. Compliance forms 350 Midland Drive FoP71E A r Tukwila, WA do not require a password use. 9 20,15 Applicant Name: l Instructional and pp Jackson I Matin Architecture, P.S. ADR 2 calculating cells are write -protected. Applicant Address: 119 South Main Street, Suite 410, Seattle, WA Applicant Phone: 206. 624.3210 Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Chan<e of OM y ondi Compliance Path 0 Prescriove * Component Performance 0 ToIIL.K� erlormance Selection required to enable forms. Occupancy Group a Commeroal 0 Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration Q� enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -fill from ENV-UA and are write -protected on ENV -SUM. _ X 100 Vertical Fenestration Area Fenestration Area Compliance Skylight Area Vertical Fenestration Q 50% or more of the floor area is within a daylight zone per C402.3.1.1 Alternates O High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3% or greater, VT-0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculation Requiring Skylights ❑ Space eligible for exception Requires a minimum of 500% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi -heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi -heated spaces Semi -Heated Spaces 1. Semi -heated spaces may comply under Prescriptive or Component Performance compliance path. 2. Semi -heated spaces shall be documented separately from other conditioned spaces — provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated! Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non -refrigerated areas in the ENV -PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: Sp c pWftOning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space -�v 0 F TU IK,VV i '� ❑ Fully Conditioned ❑ Semi -Heated ❑Low Energy* MAR 19 �015 ❑ R2 & R3 - 3 stories or less *Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. Dr'0F,AF"r t-UAI-. Cr, Ta l' A.`002 n 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all I Revised Oct zol3 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.2, C402.2 and C402.3 in the 2012 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. Prescriptive Path Table C402.2 Notes 1,7 Insulation Minimum R-Value Table C402.1.2 Notes 1,2 Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Building (with R-3.5 thermal blocks) Note 3 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 Walls, Above -grade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13 +R-13 c.i. R-13 +R-13 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 int R-21 int U-0.054 U-0.054 Below Grade Wall Not` 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 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 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 Roll -up or sliding R-4.75 R-4.75 No U-Value for prescriptive compliance. Table C401.3 - 0-30% of wall area, or 30%-40% per Section C402.3.1.1 DLZ Section C401.3.1.3 High Performance Fenestration Option - 0-40% of wall area Fenestration Assembly Maximum U-factor Notes 11,2 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: all orientations - SHGC-0.40 0.2 5 PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF >_ 0.5: north - SHGC-0.48; all other - SHGC-0.64 PF < 0.2: all orientations - SHGC-0.35 0.25 PF < 0.5: north - SHGC-0.385; all other - SHGC-0.42 PF z 0.5: north - SHGC-0.42; all other - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 Refrigerated Spaces Insulation Insulation Minimum R-Value Table C402.5 and C402.6 Assemble Maximum U-factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 No U-Value for prescriptive compliance Wall R-32 Door R-32 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 No 11-Value for prescriptive compliance Wall R-25 Door R-25 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Floor No Requirement RE :E �fEU C!'TY 0F F U .' w iL.ft-:. MAR 19^'S 2 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all 1 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. int = Intermediate framing -- Includes insulated headers, comers and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. uotnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSEC for complete footnote information. 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. 2 - Use of assembly U-factors, C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3 - For metal building roofs where using R-value compliance method, a thermal spacer block is required. Otherwise use the U-factor compliance method. 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. 5 - Heated slab F-factors shall be determined specifically for heated slabs. Unheated slab F-factors shall not be used. 6 - Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7 - Roof, wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary p.LA R Y OF U .VrX E c4•"•. MAR 19 2015 P09107 CENTER Component • • • Zones• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address Stelfast Inc TI Date 03/18/2015 Occupancy Group Q Commercial Q Group R For Building Department Use Change in occupancy or space conditioning Q Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross above -grade wall area Max. Target: 30. 0% Skylight Area as % gross roof area Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) Y R= ID: 0.034 a R= ID: Above Deck Insulation U-0.034 0 R= ID: a R= ID: 0.031 00 R= ID: Metal Building U-0.031 R= ID: R= ID: R-49 Batt Insulation 0.020 64 1.3 0.021 I 64 1.3 L R= ID: Single raft, attic, other U-0.021 O R= ID: E R= ID: R-21 Batt Insul. w/ R-8 Continuous Rigid 0.052 228 11.9 0.055 1 228 12.5 R= ID: Steel/metal frame U-0.055 R= ID: 0 a R= ID: 0.052 00 R= ID: Metal Building U-0.052 R= ID: 3 0 R= ID: 0.054 o R= ID: Wood Frame, other U-0.054 Cr o. O p ?: R= ID: .n R= ID: 0.104 m R= ID: Mass Wall U-0.104 R= ID: R= ID: 0.104 ca o 3: R= ID: RECEIVED Assumed to be Mass Wall U-0.104 c7 R= ID: R= ID: MAR I S 2015 0.031 m R= ID: Mass Floor U-0.031 o R= ID: _ PE LL FA E l: 8 ._TE P R= ID:(13 0.029 E 12 R= ID: Joist/Framing U-0.029 u- R= ID: F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) R= ID: Slab on Grade 0.730 22 16.1 0.540 I 22 I 11.9 m `0 a)R= ID: Slab -On -Grade U-0.54 C' z) R= ID: R= ID: 0.550 cn � R= ID: [Heated Slab -On -Grade U-0.55 = R= ID: *Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area j UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 314 29 314 26 (Component Performance Compliance (UA) UA DOES NOT COMPLY1 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over: Revised Oct 2013 Project Address Stelfast Inc TI Date 03/18/2015 Fenestration Area as % gross above -grade wall area Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.0% Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assembly thermal performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non -conditioned or semi -conditioned Building Component Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) N U= ID: insul. HM Door 0.300 21 6.3 0.37 I 21 7.8 3 o U= ID: Opaque Swing Doors U-0.37 w o U= ID: a (0 U= ID: 0.37 Opaque rollup & sliding U-0.37 T -0 U= ID: U= ID: U= ID: 0.30 U= ID: Non -Metal Frame U-0.30 o U= ID: Z U= ID: U= ID: 0.38 i o w U= ID: Metal Frame, Fixed U-0.38 1° U= ID: � m2 U= ID: cu L d U= ID: 0.40 U= ID: Metal Frame, Operable U-0.40 rco U= ID: U= ID: U= ID: 0.60 U= ID: Metal Entrance Door U-0.60 U= ID: U= ID: U) U= ID: 0. so a, T U= ID: All types U-0.50 Y ~ U= ID: `n a U= ID: Area UA Area UA Page 2 Subtotal To comply: Page 1 Subtotal 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total 21 8 314 26 335 34 Component Performance Compliance (UA) UA DOES NOT COMPLY 21 6 314 29 335 35 Exception per WSEC Section C101.4.4 & C101.4.5 Change in space conditioning: The proposed UA is allowed to be up to 110% of the target UA. RECr_ I V ED CITY OF `r'UKWIi_A MAR 19 2n,15 PE-RiNCT CENTER FG011DE'E.4 'cW{NpLqN- Opa.0VEDGD FILECOPY ° iUATRIOT ❑x ❑ FIRE PROTECTION, INC. Name: 1IMM, n1t 6 'i W8a�P,`+ Service AQC1ress: "0-360 Midland Dr. Tukwila, WA Location: South of Building & Parking Lot in Hotbox Cross Connection Control For: Domestic Manufacturer: Wilkins Model: 9675XL Size: 11/2" CORREC ION BACKFLOW PREVENTION ASSEMBLY TEST REPORT REF #: 13-12573 Type Assembly: RPBA Serial #: 2966466XLTu Initial Test Results Test After Repair or Cleaning Line Pressure: 127 Line Pressure: Relief Valve Opened: 2.1 psid Relief Valve Opened psid No. 1 Check: 7.2 psid Closed Tight ❑X No. 1 Check: psid Closed Tight ❑ Leaked ❑ Leaked ElRPBA No. 2 Check: 77 psid Closed Tight ❑X No. 2 Check: psid Closed Tight ❑ Leaked ❑ Leaked ❑ Minimum AG Separation: Yes ❑X No ❑ Minimum AG Separation: Yes ❑ No ❑ Passed Test: Yes Z No ❑ Passed Test: Yes ❑ No ❑ Line Pressure: Line Pressure: DCVA No. 1 Check Valve: Differential psid No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential psid No. 2 Check Valve: Differential psid Passed Test: Yes ❑ No ❑ Passed Test: Yes [-]No ❑ Line Pressure: Line Pressure: Air Inlet: Opened psid Air Inlet: Opened psid Failed to Open ❑ Failed to Open ❑ Check Valve: psid Check Valve: psid PVB Leaked ❑ Leaked ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ A [Minimum Separation: Yes ElNo❑ .. M Is this a proper installation? YES: ❑X NO: ❑ Water service found: ON: ❑X OFF: ❑ Water Service Left: ON: ❑X OFF: ❑ WA State Approved Assy? YES: ❑X NO: ❑ Remarks: I certify this report is accurate, and that I have used WAV 246-490 approved test methods. CHRIS PACE 253-926-2290 , Certified " Tester's Typed or Printed Name: Phone Number C'M C* T L;I . -YIL A Initial Test By: (� Certification #: B6109 Signature Repaired By: Certification M Repair Test By: Certification #: Test Equipment Make: Midwest Model: 845-5 Serial #: 07141453 APR 2.7. 2015 Date. 4n7n R 27 2015 Date: Date: PERMIT CENTER Accuracy Verification Date: 7/23/2014 D 15"00"12 TL: Kvv l w-% of imi in \A1nlQ 1(Z CORRE ION LTR# Water Purveyor: New ❑ FIRE BACKFLOW PREVENTION Existing ❑x ASSEMBLY TEST REPORT PINE PNQTECTION, IMC. Replacement ❑ Name: Midland Distribution Service Address' 350-360 Midland Dr. Tukwila, WA Location' South of Building & Parking Lot in Vault Cross Connection Control For: Fire Main Manufacturer: watts Model: 007M1 Size: 3/4" REF #: 13-12573 Type Assembly: DCDA Serial #: 43997 Initial Test Results Test After Repair or Cleaning Line Pressure: Line Pressure: Relief Valve Opened: psid Relief Valve Opened psid No. 1 Check: _psid Closed Tight ❑ No. 1 Check: psid Closed Tight ❑ RPBA Leaked El Leaked ❑ No. 2 Check: psid Closed Tight ❑ No. 2 Check: psid Closed Tight ❑ Leaked ❑ Leaked ❑ Minimum AG Separation: Yes ❑ No ❑ Minimum AG Separation: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes [:]No ❑ Line Pressure: 120 Line Pressure: DCVA No. 1 Check Valve: Differential 2.3 psid No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential 2.2 psid No. 2 Check Valve: Differential psid Passed Test: Yes 0 No ❑ Passed Test: Yes ❑ No ❑ Line Pressure: Line Pressure: Air Inlet: Opened psid Air Inlet: Opened psid Failed to Open ❑ Failed to Open ❑ Check Valve: psid Check Valve: _ psid PVB Leaked ❑ Leaked ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ AMinimum Separation: Yes ❑ No Is this a proper installation? YES: ❑x NO: ❑ Water service found: ON: X❑ OFF: ❑ Water Service Left: ON: ❑X OFF: ❑ WA State Approved Assy? YES: X❑ NO: ❑ Remarks: I certify this report is accurate, and that I have used WAV 246-490 approved test methods. CHRIS PACE 253-926-2290 Certified Tester's Typed or Printed Name: Initial Test By:,,46"" _k 4e Certification #: B6109 Signature Repaired By: Repair Test By: Test Equipment Make: Midwest Model: 845-5 APR 2 7.2015 TUr,Vvtuy PUBLIC WORKS Certification #: Certification M Serial #: 07141453 Phone Number Date: 4/17/15 Date: fee;toE110C a i; Tiuv10llkA Date Accuracy Verification Date: 7i oY b1s=00��. PERM CENTER CORRECTION LTR#�_ Water Purveyor: New ❑ A R�®T BACKFLOW PREVENTION Existing Replacement FIRE PROTECTION, INC. ASSEMBLY TEST REPORT ❑ Name: Midland Distribution Service Address: 350-360 Midland Dr. Tukwila, WA Location: South of Building & Parking Lot in Vault Cross Connection Control For: Fire Main Manufacturer: Ames Model: 3000SE Size: 8" REF M 13-12573 Type Assembly: DCDA Serial M 100335 Initial Test Results Test After Repair or Cleaning Line Pressure: Line Pressure: Relief Valve Opened: psid Relief Valve Opened psid No. 1 Check: psid Closed Tight ❑ No. 1 Check: psid Closed Tight ❑ RPBA Leaked El Leaked ❑ No. 2 Check: psid Closed Tight ❑ No. 2 Check: psid Closed Tight ❑ Leaked ❑ Leaked ❑ Minimum AG Separation: Yes ❑ No ❑ Minimum AG Separation: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes [:]No ❑ Line Pressure: 120 Line Pressure: DCVA No. 1 Check Valve: Differential 3.0 psid No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential 3.0 psid No. 2 Check Valve: Differential psid Passed Test: Yes ❑X No ❑ Passed Test: Yes ❑ No ❑ Line Pressure: Line Pressure: Air Inlet: Opened psid Air Inlet: Opened psid Failed to Open ❑ Failed to Open ❑ Check Valve: psid Check Valve: psid PVB Leaked ❑ Leaked ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ A�± V Minimum Separation: Yes ❑ No❑ ..- Is this a proper installation? YES: ❑X NO: ❑ Water service found: ON: X❑ OFF: ❑ Water Service Left: ON: ❑X OFF: ❑ WA State Approved Assy? YES: X❑ NO: ❑ Remarks: I certify this report is accurate, and that I have used WAV 246-490 approved test methods. CHRIS PACE 253-926-2290 Certified Tester's Typed or Printed Name: Initial Test By: 4 Signature Repaired By: Certification #: B6109 Certification #: Repair Test By: Certification #: Test Equipment Make: Midwest Model: 945-5 Serial #: 07141453 APR 2.7.2015 Phone Number a mWIP Date: 4/17/10V Date: APR '7' 2015 Date: fwr" Accuracy Verification Date: 7/23/2014 pis- 00"7x PUBLIC WOIR'I"CZ" CORRECTION LTR#_I Water Purveyor: New ❑ BACKFLOW PREVENTION Existing ❑x PATRIOT ASSEMBLY TEST REPORT Replacement ❑ FIRE PROTECTION, INC. Name: Midland Distribution Service Address: 350-360 Midland Dr. Tukwila, WA Location: South of building & parking lot, in yard box Cross Connection Control For: Irrigation Manufacturer: Wilkins Model: 350 Size: 1" REF #: 13-12573 Type Assembly: DCVA Serial #: A024999 Initial Test Results Test After Repair or Cleaning Line Pressure: Line Pressure: Relief Valve Opened: psid Relief Valve Opened psid No. 1 Check: psid Closed Tight ❑ No. 1 Check: psid Closed Tight ❑ RPBA Leaked ❑ Leaked ❑ No. 2 Check: psid Closed Tight ❑ No. 2 Check: psid Closed Tight ❑ Leaked ❑ Leaked ❑ Minimum AG Separation: Yes ❑ No ❑ Minimum AG Separation: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes [:]No ❑ Line Pressure: 115 Line Pressure: DCVA No. 1 Check Valve: Differential 2.6 psid No. 1 Check Valve: Differential psid No. 2 Check Valve: Differential 2.7 psid No. 2 Check Valve: Differential psid Passed Test: Yes 0 No ❑ Passed Test: Yes ❑ No ❑ Line Pressure: Line Pressure: Air Inlet: Opened psid Air Inlet: Opened psid Failed to Open ❑ Failed to Open ❑ Check Valve: psid Check Valve: psid PVB Leaked ❑ Leaked ❑ Passed Test: Yes ❑ No ❑ Passed Test: Yes ❑ No ❑ AV Minimum Separation: Yes ❑ No❑ M. Is this a proper installation? YES: ❑X NO: ❑ Water service found: ON: ❑X OFF: ❑ Water Service Left: ON: ❑X OFF: ❑ WA State Approved Assy? YES: ❑x NO: ❑ Remarks: I certify this report is accurate, and that I have used WAV 246-490 approved test methods. CHRIS PACE 253-926-2290 Certified Tester's Typed or Printed Name: Initial Test By: chog6iap2l Certification #: B6109 Signature Repaired By: Repair Test By: Test Equipment Make: Midwest APR 27 2015 TUKML-, PUBLIC WORKC Model: 645-5 Certification #: Certification #: _ Serial #: 07141453 Phone Number Date: 4/16/15 TU Date: Date: Accuracy Verification Date: 7i2 M C bls-bb�� City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 02, 2015 ADRIANNE MARTIN - JACKSON 119 S MAIN ST #400 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 15-0072 STELFAST INC - 350 MIDLAND DR Dear ADRIANNE MARTIN - JACKSON, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. The City has determined that the subject building, which has two addresses: 350 and 360 Midland Dr. has deficiencies on the domestic water and fire prevention lines. a) Domestic Water- there are (4) four water services for this property. 1) One is for landscape irrigation that has a Double Check Valve Assembly (DCVA) installed that is overdue for required annual testing. The last test was done in August 2013. 2) One of the domestic services listed for 360 Midland Dr. has an (RPPA) Reduced Pressure Principle Assembly installed for premise isolation that is overdue for testing. Last test was done in August 2013. 3) The domestic service listed for 350 Midland Dr. requires installation of a Reduced Pressure Principle Assembly. It shall be installed immediately downstream od the existing 1 " WM. The RPPA shall be installed in a freeze protection enclosure anchored into a minimum 4" thick concrete pad. 4) The last service has been off since 1995. b) Fire Protection Service the building's 8" fire line connection has a Detector Double Check Valve Assembly (DDCVA) installed that is overdue for the required annual testing. This backflow was last tested in August 2013. Please have the above backflows tested ASAP by a certified tester and submit passing test reports. If you need assistance locating these backflows in the field please contact Mr. Todd Reedy, WQ Specialist, Tukwila Water Department at 206 433-1860. The Public Works Director will withhold issuance of the Stelfast Tenant Improvement D15-0072 until the backflows issue is resolved. On April 2, 2015 a separate letter addressing these backflow deficiencies was mailed to Prologis, Inc. representing the property owner. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. Xsnn c,,,,th ...f— c,,;*, .,Y7nn . Tn,1-41 oQIuQ . nL-4 ?nA_ezi_?K7n . v-, )n.<_e4I-7AAc In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3670. Sincerely, i Megan Par s Permit Technician File No. D15-0072 City of Tukwila Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Director March 31, 2015 Prologis, Inc. 12720 Gateway Dr. Tukwila, WA 98168 RE: Stelfast Tenant Improvement 350 Midland Drive Permit Number: D15-0072 To Whom It May Concern: PERMANENT FILE COPY In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project included alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic, fire prevention and irrigation water supply lines to the building. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the subject building, which has two (2) addresses: 350 and 360 Midland Drive, has deficiencies on the domestic water and fire prevention lines. a) Domestic Water There are a total of (4) four 1" water services for this property. 1) One of the services is for landscape irrigation that has a Double Check Valve Assembly (DCVA) installed that is overdue for required annual testing. The last test was done in August 2013. 2) One of the domestic services listed for 360 Midland Drive has an (RPPA) Reduced Pressure Principle assembly installed for premise isolation that is overdue for testing. The last test was done in August 2013. 3) The domestic service listed for 350 Midland Drive requires installation of a Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA). It shall be installed immediately downstream of the existing 1" permanent water meter. The RPPA shall be installed in a freeze protection enclosure anchored into a minimum 4" thick concrete pad. On your site plan show the property lines, location of the domestic water meter and proposed RPPA location. Call out size/manufacturer/model number of the proposed RPPA and submit a backflow cut sheet. 4) The last service has been off since 1995. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washing188 • Phone: 206-433-0179 • Fax: 206-431-3665 Prologis, Inc. Page 2 March 31, 2015 b) Fire Prevention Service The building's 8" fire line connection has a Detector Double Check Valve Assembly (DDCVA) installed that is overdue for the required annual testing. This backflow was last tested in August 2013. Please have the backflow tested ASAP and submit passing backflow test report. If you need assistance locating the above backflow deficiencies in the field please contact Mr. Todd Reedy, Water Quality Specialist, Tukwila Water Department at 206 433-1860. The Public Works Director will withhold issuance of the Stelfast Tenant Improvement D 15-0072 permit until the Permit Center receives a revision to this TI permit application or a separate Public Works Type C Construction permit that includes plans for RPPA installation, together with a construction cost estimate for item a) 3, for a Type C permit. Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for backflow installation). An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. Applicant also has an option to post a bond for installation of items a) and b) in the amount equal to 150% of the design, installation and testing cost of the subject backflow(s), together with a letter confirming the installation in no more than 90 days. I have enclosed Public Works Bulletin C5 to help you. Please contact me at (206) 431-2440 or via email at Joanna.spencer@tukwilawa.gov if you have questions. Sincerely, onnna Spencer Development Engineer JS:lw enclosures: Public Works Bulletin # C5 Public Works Permit Application cc: AMB Property Corp., Owner Adrianne Martin, Applicant Todd Reedy, Water Dept. Mike Cusick, P.E., Public Works Dept. D15-0072 File (W:PW EnL/Other/Joanna Spencer/Letter Stelfast 033115) Joanna Spencer From: Todd Reedy Sent: Tuesday, March 24, 2015 10:57 AM To: Joanna Spencer Subject: RE: Stelfast,Inc TI @ 350 Midland DR Hello Joanna, Here is the situation at 350 Midland Dr: The addresses of 350 Midland and 360 Midland are one building. There are a total of (4) 1" water services for this property. One of the services is for irrigation that has a DCVA installed for backflow prevention that is overdue for testing. The test due month is August and we did not receive a test report in 2014. The last test was 8/2013. One of the domestic services that is listed for 360 Midland has an RPPA installed for premise isolation that is overdue for testing. Same test schedule as the irrigation DCVA. The domestic service that is listed for 350 Midland does not have an RPPA installed for premise isolation. The last service has been off since 1995. The building's 8" fireline connection has a DCDA installed that is overdue for testing. Same as above (last test 8/2013). The only other issue I saw was that there is a private hydrant at the southwest corner of the building that needs a Storz adapter installed on the pumper port. Let me know if you need any additional info, Todd From: Joanna Spencer Sent: Monday, March 23, 2015 4:40 PM To: Todd Reedy Cc: Han Kirkland Subject: Stelfast,Inc TI @ 350 Midland DR Good Afternoon Todd, Are their backflows up to date? Joanna PERMANENT FILE COPI Dts-oo�2 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0072 DATE: 03/19/15 PROJECT NAME: STELFAST INC SITE ADDRESS: 350 MIDLAND DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: N) - wc, LA .A� 15 Building Division is -�5S_co<ze- ultti5 Public Works ME PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Ain - �,Wc- Fire Prevention Structural ❑ Planning Division Permit Coordinator 19 DATE: 03/24/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/21/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only /y ` CORRECTION LETTER MAILED: 4 11,5 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0072 PROJECT NAME: STELFAST INC SITE ADDRESS: 350 MIDLAND DR Original Plan Submittal _ X Response to Correction Letter # 1 DEPARTMENTS: DATE: 04/27/15 Revision # Revision # before Permit Issued after Permit Issued Building Division ❑ Fire Prevention ❑ Planning Division ❑ Aubliclorts- Structural Permit Coordinator PRELIMINARY REVIEW: DATE: 04/28/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: Approved with Conditions d Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 05/26/15 12/18/2013 REVISION SUBMITTAL 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. I ko 0� Plan Check/Permit Number. � (� J 0-7 2, ❑ Response to Incomplete Letter # dResponse to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: J0MJ iAr t 10C Summary of Revision. �or A-dYl"he- Phone Number: :L r)4QAJ Q-hbP,,, off- doo4e_&-�i c- i w w R F>A LOi LI /0z dog. wo 4A ear BeO 15- - 0Q Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 7\�v <- Entered in TRAKiT on JOHNSON TENANT IMPROVEMENT INC Page 1 of 2 Home Inicio en Espanol Contact iSearch L&I � 35•sS A-'L Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing inWashington State Department of Labor & Industries JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson JOHNSON-WOLSEY, WILLIAM STERLI Principals JOHNSON-WOLSEY, WILLIAM STERLI, PRESIDENT Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 License PO BOX 1149 BOTHELL, WA98041-1149 425-486-2442 KING County Business type Corporation 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. JOHNST1092PA Effective — expiration 10/01/1991-10107/2015 Bond ................ CBIC $12,000.00 Bond account no. SA6988 Received by L&I Effective date 10/05/2001 10/02/2001 Expiration date Until Canceled Insurance .............................. American Fire & Casualty Co $1,000,000.00 Policy no. BLAS2999023 Received by L&I Effective date 10/01 /2014 10/02/2013 Expiration date 10/02/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No la11 wsuits 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 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTI092PA&SAW= 5/5/2015 PROLOGIS T TENANT IMPROVEMENT S ELFAST INC TUKWILA, WA GENERAL NOTES PROJECT TEAM PROJECT SCOPE SITE & BUILDING INFO. OCCUPANT LOADS. 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE INSTALL NEW SINGLE OCCUPANT REST ROOM AT EXISTING OFFICE. INSTALL NEW RELITES WITHIN EXISTING PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. OWNERS: ARCHITECT: OFFICE SHELL. TAXPAYER- PROLOGIS, INC. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT PROLOGIS JACKSON I MAIN ARCHITECTURE, P.S. 12720 GATEWAY DRIVE, FIRST FLOOR TENANT SPACE ANY INCONSISTENCIES TO THE ARCHITECT. 12720 GATEWAY DR, SUITE 110 119 S. MAIN ST SUITE 410 SUITE 110 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. TUKWILA, WA 98168 SEATTLE, WA 98104 TUKWILA, WA 98168 WAREHOUSE: 39,498 SF 4. ALL NAILING SHALL COMPLY.WITH NAILING SCHEDULE OF THE IBC. 206:414.7600 206.624.3210 LEGAL DESCRIPTION @ 500 SF OCCUPANT . 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS TAX PARCEL NUMBER - 350 MI -0100 OCCUPANT LOAD = 79 (IF REQUIRED). PROJECT ADDRESS - 350 MIDLAND DRIVE DECAY RESISTANT). UPLANDS TUKWILA INDUSTRIAL PARK BEG NW COR LOT 10 TH S 01-49-28 W 376.38 FT TO S LN LOT 9 TH S TUKWILA, WASHINGTON OFFICE: 4,013 SF 6. ALL WOOD COMING IN CONTACT WI CONCRETE. SHALL BE PRESSURE TREATED ( CONTRACTOR: 87-55-02 E 440.20 FT TO SE COR LOT 10 TH ALG CURVE TO LFT RAD 408.34 FT RAD BEARING N 89-23-56 W ARC GOVERNING BUILDING CODE - 2012 INTERNATIONAL BUILDING CODE W/ @ 100 SF / OCCUPANT 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR TO BE DETERMINED BY OWNER OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH DIST 95.18 FT &CIA 13 21-17 TH ALG CURVE TO LFT RAD 359.26 FT ARC LENGTH 111.30 FT &CIA 17-45 02 TAP WASHINGTON AMENDMENTS OCCUPANT LOAD = 40 OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL OF REV CURVE TH ALG CURVE TO RGT RAD 359.26 FT ARC LENGTH 191.72 FT & C/A OF 30-34-32 TO NE COR RESPONSIBILITY FOR COSTS TO RECTIFY SAME. . LOT 10 TH N 87-55-04 W 327.50 FT TO TPOB GOVERNING ZONING CODE - TUKWILA ZONING CODE TOTAL OCCUPANT LOAD =119 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. DRAWING INDEX SITE STATISTICS TOTAL EXITS REQUIRED = 2 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING ZONE- EXISTING TOTAL EXITS PROVIDED = 3 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND SITE AREA - EXISTING DETAILS. ARCHITECTURAL SEPARATE SUBMITTALS ALLOWABLE LOT COVERAGE - EXISTING 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. REQUIRED BUILDING SEIT MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE A-0.1 COVER SHEET FRONT - EXISTING SIDE (INTERIOR) - EXISTING ENERGY CODE REQ, UNLATCHING IS ALLOWED. A-1.0 BUILDING PLAN ELECTRICAL 17. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. A-1.1 TENANT PLAN & DETAILS PLUMBING SIDE (STREET)- EXISTING 18. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. A-1.2 PROLOGIS CUSTOMER FINISH STANDARDS MECHANICAL REAR - EXISTING 19. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION. FIRE SPRINKLERS ALLOWABLE FAR- EXISTING GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE ACTUAL FAR - EXISTI %" TYPE"X" G.W.B. PER FINISH 600T125-043 Wf (2) #10 STANDARDS OVER 6" MTL SCREWS TO EA. STUD & STUDS W R-21 BATT INSUL. & (2) #10 SCREWS TO 1-1/2" RIGID INSUL. (ONE SIDE) EA. JOIST. METAL FRAME PER FINISH 41.STANDARDS GWB CLG TAPED &SANDED WI PTD FIN. TO MATCH WALLS ON o 6" MTL CEILING JOISTS @ 12" z DOOR SILENCERS. OC SEE PLAN FOR CLG HEIGHT ofLu LULU MTL STUD WALL (SIZE PER PLAN) W/ R-21 BATT ISUL. & 1 DOOR PER FINISH STANDARDS -" RIGID INSULATION 1 SIDE AND GWB PER FINISH STANDARDS. LL DETAIL 1 EXT. DOOR HEAD DETAIL 55% M 3"=1 I -Off DOOR JAMB SIMILAR STUD WALL (SIZE PER PLAN) 6 5l8" G.W.B. (PAINTED) BOTH SIDES DOOR W/ LEVER HARDWARE & -21 BATT INSUL. & 1 Y2" RIGID A1.1 LATION 1 SIDE AND GWB EA. OVER MTL STUDS (SIZED PER PRIVACY LOCK PER FINISH STANDARDS. PLAN) WITH BATT INSULATION WHERE INDICATED ON PLAN. 2 POWER DRIVEN HILTI FENER 24" OC EMBED 1-112" TYP. H.M. WINDOW FRAME, WRAP AROUND G.W.B. (PAINTED) 1 - A1.1 O ',H & REPAIR AS REQ'D. TO RECEIVE GFI @ IH PER FINISH STANDARDS z 44" AFF � GLAZING BEAD w a� 114" GLASS WINDOW, SIZE 2-6" 3'-6" PER PLAN 6 EXT. WALL, BASE RR.HEAD GLAZING TYR.RESTROOM PLAN 3��=1'-0" 3"=1'-0" JAMB SIMILAR 114"=1'-0" PROVIDE RECESSED PAPER TOWEL DISPENSER PER FINISH STANDARDS ON WALL ADJACENT TO SINK. MOUNT AT 40" AFF TO OPERATING CONTROL, WITH MOISTURE RESISTANT GWB CEILING & MAX REACH DEPTH NOT TO EXCEED 5", PER ANSI WALLS, PAINTED PER FINISH STANDARDS 606.7 RECESSED TOILET SEAT MOISTURE RESISTANT GWB MIRROR PER FIN. SEAT COVER DISPENSER CEILING & WALLS, PAINTED STANDARDS AT 40" PER FINISH STANDARDS A.F.F. 1 Y" " DIA. GRAB BAR 4'-6 PROVIDE BLOCKING IN WALL , FRPIPLAM WAINSCOT ALL 3�_6 WALLS UP TO 4' -6 TYP. 3'-4 SINGLE LEVER' PROVIDE FRP/PLAM WAINSCOT PER FINISH STANDARDS TO 4'-6" AFF ALL WALLS FAUCET, TYP. 1 �"DIA. GRAB BARS. PROVIDE BLOCKING �4 IN WALL, TYP EN C'j 7i NOIN 6" COVE BASE i S: , 9" V-6" 1'-6" 1. INSTALL BLOCKING IN WALL AT ALL 6" COVE BASE INTEGRAL INTEGRAL Wl FLOOR-4RECESSED AND SURFACE MOUNTED TOILET WITH FLOORING PER PLAN CLR. CLR. ACCESSORIES TOILET PAPER WATER SUPPLY AND DRAINPIPES SHALL BE DISPENSER INSULATED OR CONFIGURED TO PROTECT AGAINST 2. TOILET FLUSH CONTROL HANDLES SHALL CONTACT. NO SHARP OR ABRASIVE SURFACES BE MOUNTED FOR USE FROM THE WIDE SIDE UNDER LAVS AND SINKS OF THE STALL AND NOT MORE THAN 44" A.F.F. PER ICC Al 17.1, SECTION 604.E TYP. P RESTROOM DETAIL TYP. RESTROOM DETAIL 114 -1 0 1/4 -1 0 RE ROOM NOTES: 1. FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS 4. INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. 5. REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES. 6. URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. 7. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. 8. MOUNT ADA DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF 9. FULL HEIGHT CERAMIC TILE WAINSCOT PER SPEC . le 44 ROLL o o �; M M a-- _ o C V N N - O M N N IN IN SNDL TPD LAV SCDIADA GRAB BAR WRIPTD SND PARTITION MIRROR WC/ADA WC URIADA UR DRINKING FOUNTAIN TOILET ACCESSORY ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT: SD SOAP DISPENSER AP ACCESS PANEL SND SANITARY NAPKIN DISPENSER CH COAT HOOK SNDL SANITARY.NAPKIN DISPOSAL DF DRINKING FOUNTAIN STS STANDARD TOILET STALL GB GRAB BAR (GB1=36" LONG, GB2=42" LONG) TPD TOILET PAPER DISPENSER TING HTMIR MIRROR - TPTN TOILET PARTITION STD MOUNS PTD MRGWB MOISTURE RESISTANT PAPER TOWEL DISPENSER B 5/8" THICK WC CSCR WRINAL SCREEN ATER CLOSET 1 1I2°-1 '-O" (NTS) SCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE. t ENLARGED PLAN Print Record ehAl E. 41011_ 41 nu Revision Record INSTALL 6 NEW CHARGING STATIONS THIS LOCATION PER TENANT. CONFIRM CODE JDF LOCATION AND PWR. REQ WITH OWNER. AP WAREHOUSE APCitG!1 119 P Customer Finish Standards Revised: March 3, 2014 DIVISION 1 GENERAL REQUIREMENTS 9.3 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 37518" or 3-112" x 25 GA. 15.1.7 CONDENSATE DRAINS: Furnish and install copper condensate drainage lines with proper venting for all HVAC metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid shall be installed equipment. The lines shall be no smaller than 314" diameter and shall be located under the roof unless prohibited 1,1 CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush, Install ''L"metal b code. VC condensate line may not be used. In Reno provide evaporator pans set in roof mastic. y d . P y p p p r standards. II trim at the top of the wall. Toilet room perimeter walls shall be built to 6 above grid. Furr perimeter concrete - 15.1.8 SHUT-OFF VALVE: Furnish and install a main water line shut-off valve for the Restrooms in the handicapped 1.2 JOBSITE CONDITIONS: All contractors must verify existing Job conditions prior to bid. I Iwalls and interior columns in office areas to 6 above the grid. stall m the men s restroom, not above the ceiling, with an 8 x 8 painted steel access panel. Provide a typed 1.3 DOCUMENT. CONFLICTS: If there is a conflict in the drawings, or between the written specs and the drawings, 9.4 OFFICEITOILET RM. WALUCEILING FINISH: All office drywall shall receive a light skip trowel textured wall label "Main Water Valve" on the access panel. - thecontractor shall be res responsible for the more expensive of the options. P P P finish. Denver Salt Lake City, Portland and Seattle area projects shall receive a smooth finish. The ski trowel I tYl P J P 15.1.9 MAIN WATER LINE: If a main domestic water line is not existing above the tenants ace, furnishand install a 2" 9 P 1.4 " II CLOSE-OUT DOCUMENTS: Provide 0 & M manuals and as built drawings for all architectural structural, 9 1 1 1 i texture shall be the size of a quarter dollar coin. The finish shall be mocked -up on a 4x4 lets of drywall on the q P P � diameter copper water line at the roof installed above the bottom cord of the trusses, properly braced to avoid P plumbing, electrical HVAC and fire protection work on two 2 CD's in df format. Provide one 1 hard co and p 91 P O P O PY jobsite for the owner's approval prior to final application. The toilet and shower room walls and ceilings shall have 1 PP P PP 9 movement. At each future tenant space that the line crosses, install a 2" "T" with 2" gate valve (one valve per one electronic copy in pdf format of the stamped permit set of drawings. The value of the close-out documents a smooth finish and drywall ceiling installed at 8'-0" A.F.F. U.O.N. storefront door). Extend the water line through the tenant demising wall into the "down stream" adjacent tenant shall be 10% of the value of the respective work. space with a 2" diameter gate valve. Furnish and install a 2" pressure reducing valve with an access panel at the 1.5 EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 sub-purlins at the roof without the 9.5 WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire taped only unless water service entrance when required. structural engineer's written permission except for warehouse lighting fixtures specified below. otherwise noted. Spot screws in firetaped areas 15.1.10 HOSE BIB: Provide one rooftop hose bib if not existing (Freeze proof where required). 1,6 EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written 9.6 END CAPS: Where a partition meets a window mullion, furnish and install an aluminum "wall end cap finished 15.1.11 CLEAN OUTS: Furnish and install a brass floor clean. -out cover at the proper finished elevation as required. If approval from the Prologis Project / Property Manager to match the storefront U.O.N. Install rigid T x 2" black foam between end cap and storefront glass if end cap the clean -out is in the warehouse area, furnish and install a cast iron heavy duty traffic rated cover. 1.7 FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construction does not intersect vertical mullion. without written permission from the owner. All scissor lifts shall have non -marking tires and must be diapered to 9.7 WAINSCOT: Toilet room walls shall have 4' high white FRP or plastic laminated wainscot set 6" A.F.F. U.O.N. prevent marking and staining of the concrete floor. I Walls behind mop sinks, drinking fountain and laundry sinks shall receive a 4' x 4' wainscot along each side of DIVISION 15 FIRE PROTECTION 1.8 SUPERVISION: The general contractor shall provide a highly experienced jobsite superintendent, acceptable to the sink in contact with the wall. All wet walls shall receive water resistant drywall (greenboard). Walls in the owner, to manage all the work during the course of construction. showers shall receive cement board backer. 15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design -build basis., The cesign-build fire 9.8 ACOUSTIC CEILING TILE: Furnish and install 24" x 48" x 5/8" USG Omni non -directional fissured tile or equal, protection contractor shall furnish and install all modifications to the existing fire sprinkler sysiem to meet all DIVISION 3 CONCRETE installed at Y-0" A.F.F.; U.O.N. in all office areas except toilet and shower rooms. Use second -look ceiling tile in applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling Seattle market. areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, 3.1 PATCHING: An removal and replacement of the concrete slab shall meet the requirements of the existing slab. Y P q 9 9.9 ACOUSTIC CEILING SUSPENSION SYSTEM: Furnish and install Class "A" 15/16" exposed "T" rid P 9 maintain the necessary clearances from all obstructions. Do not overcut corners when cuttingthe floor in warehouse areas. Use care when removing concrete to avoid 9 system, intermediate duty (heavy duty in seismic design category "D" areas) with 1112" main tees, 11/2" cross Y 15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4" and 2 damage. to adjacent slabs to remain. Backflll and subgrade shall be compacted to 95% of maximum dry density tees, and 718" x 7/8" wall mold as manufactured by Donn or equal per code. Fire rated grid and tile shall be used '/2" piping U.O.N. Schedule 5 pipe may not be used. determined in accordance with ASTM D-1557. Dowel the new concrete patch to the existing slab with 1/2" steel where code requires.' The grid color shall be white to match the tile exactly. in a minimum of 8" into slab at18" o.c. secured with epoxy. Install two 2 #4 rebar horizontally dowels, extendingt) Y 9.10 CARPET: Carpeting shall be Desi nweave, Shaw such as Lynchburg 26 series or approved equal, loop rP 9 9( Y 9 ) pP q P 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi -recessed, with white . in all plumbing trenches. Use 4 000 .s,i. at 28 days) concrete for the our back. All trench patching in the P 9 P ( Y) P P 9 graphic, solution dyed 100% n Ion, 26 oz. per square yard average yarn weight minimum, 1/10th gauge, color to 9 P Y Y escutcheons. When "second look" acoustical ceiling tiles are used; sprinkler heads shall be centered on the half warehouse area shall have a 118 inch radius edge and apply new concrete seal. Prior to pouring concrete, stone be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. Verify with tile. the existingsawcut edge with an abrasive brick to approximate a 1/8.inch radius edge. Install vapor barrier if 9 PP 9 P Prologis Manager for final finish selection. 9 9 15.2.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire there is existing vapor barrier. Sawcut control joints In new concrete to match existing, and install joint filler to In Seattle Area: Install walkoff mat at all doors from office to either exterior of the building or warehouse. The sprinkler system. match existing(Metzger McGuire MM80 ore equivalent) ( 9 q ) walkoff mat should be at least 4' wide or the width of the hallway b 3' deep. The product should be Connexus Y Y P 15.2.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may Super Nop 52 in either roll good or modular tile or equal. be wall hung. DIVISION 4 METALS 9.11 VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT as manufactured by Tarkett, 15.2.6 SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump. Azrock, or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed in toilet rooms. The pump must be turned off prior to causing any flow in the system. The pump must be turned back on 4.1 Furnish and install two 2 6" diameter, concrete filled thin wall steel pipe bollards extending 4'-0" BOLLARDS:O PP 9 Verify with Prologis Manager for final finish selection. ty 9 9 immediately after flow is complete each day. Hoses must be used to drain down the system to avoid staining of A.F.F. set in 3'-0" of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in 1 9 P 9 p P 9.12 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high concrete and asphalt surfaces and damage to landscape areas. Contact the Owners property manager prior to all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA topset rubber base as manufactured by Burke, Roppe, or Tarkett in a standard color. Install the rubber base on a performing any work on the fire system, or deactivating the pump. "Caution Yellow". Surface mounted bolt down bollards may be acceptable at low traffic areas (verify with Prologis continuously roll, not sectional. Verify with Prologis Manager for final finish selection. Project 1 Property Manager). Surface mounted bollards shall be 4" diameter 4'-0" A.F.F. with a one foot square 9.13 SHEET VINYL: New toilet rooms shall receive sheet vinyl flooring with a 6" integral flashed cove base with base plate and expansion anchored to the concrete floor with four (4) each expansion anchors, brushed aluminum trim on the top edge. All joints shall be heat welded and receive seam sealer. The sheet vinyl DIVISION 15 HVAC shall be Corlon or Mannington Magna. If not available; need to specify later installed in all new toilet rooms. DIVISION 6 WOOD AND PLASTICS Verify with Prologis Manager for final finish selection: 15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are included in the bid documents, the HVAC work 9.14 U.O.N. TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring materialP shall be erformed on a design -build basis. The design shall be based upon ASHRAE standards, local code, and 9 9 P 6.1 CABINETS: Furnish and install a coffee bar and 1 or lunch room base cabinet: The base cabinet(s) shall be 9.15 CERAMIC TILE: (Central Valley area only) weather data. Calculations shall be provided upon owner request. The design -build HVAC contractor shall plastic laminate b Wilsonart or approved equal in the manufacturer's standard color on all exposed horizontal � P Y PP q P Restrooms: Use 2x2 American Olean ceramic file or equal slip resistant on floors and 4x4 ceramic tile on walls q P furnish and install a complete and operative HVAC system to meet all local and state codes. and vertical surfaces includingopen cabinet interiors unless otherwise noted. Semi -exposed cabinet interiors ' I P 1 P as noted on plans. 15.3.2 PLANS: Provide HVAC plans for architect's and owner's review approval. and shelves shall be white melamine with .5mm PVC edge binding. Drawers shall be Grass 6036 Zar en 9 9 9 Grout: .color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after installation 15.3.3 WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a five year compressor S stem slides or approved equal. The hardware shall be 96mm wire pulls, 125de . Blum concealed hin es or Y PP 4 P 9 9 to remove excess mortar and rout. The rout shall be sealed per manufacturer's recommendations. 9 9 parts warranty and a 90 day service contract from the date of project completion. ' " minimum and 34" high. Each cabinet shall have one row of approved equal. The cabinet(s) shall be 6-0 long m g Verify with Prologis Manager for final finish selection. iy g g 15.3.4 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, Lennox, or drawers over doors. The maximum depth for cabinet and countertop should be 2 4". 9.16 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor C p g York. Units shall be installed on a leveled, manufactured curb. All rooftop equipment shall be seismically 6,2 ` Wilsonart or approved equal. The coffee bar COUNTERTOPS, The countertops shall be plastic laminate by I pp q sealer 1 hardener in warehouse areas. fastened to the structure. Side discharge units may not be used. Commercial grade heat pumps by Carrier tops shall have a 2" bull nosed front edge and to edge with a 4" splash and a radiused inside and outside corner P 9 P 9 P 9.17 PAINT: On walls receiving a ski trowelled finish, apply one 1 coat of interior satin latex paint, Sherwin Williams 9. P Pp Y) (model 50TCQ), or Trane (model WCD) only may only be used in the Las Vegas or Phoenix markets. When heat at the backs lash. For SF. Bay Area Market install a solid surface countertop per finish spec rovided b p y PP P p Y or a ual in a standard li ht color. Lunch / break rooms, toilet and shower rooms and the wall at the coffee bar q 9 pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits: Furnish and install Prologis person a ' personnel. shall receive one 1 coat of latex semi loss enamel over one 1 coat of PVA sealer. Smooth finished walls O 9 ( ) economizers on all units larger than five tons and whenever required by the energy code. For Denver and Salt 6.3 - LAVATORY COUNTERTOPS: All office toilet rooms with multi le lavatories shall have vanities. The lavatories P shall receive two coats of eggshell latex paint. Paint the warehouse demising wall(s) and warehouse side of the 99 P Lake City areas, provide hail guards on rooftop units shall be installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backsplash and a radiused P P 9 office walls one (1) coat of interior flat latex paint if required. Verify with Prologis Manager for final finish selection: 15.3.5 UNIT LOCATIONS: HVAC and evaporative cooler units when used shall be located on roof, adjacent to a P ( ) 1 inside and outside corner at the backs lash. Single accommodation toilet rooms and multiple accommodations P 9 P glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight. II receive wall mounted lavatories. For SF Bay Area Market install a solid toilet rooms serving the warehouse shall e y All ex osed warehouse columns 18'-0" or taller shall be painted OSHA yellow to 12'-0" from A.F.F.. The p p Y Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved and stamped surface countertop per finish spec provided by Prologis personnel. remainder of the column above 12'-0" to the roof shall be painted. white. by a structural engineer. 6.4 1 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the 1 15.3.6 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade. shall provide a minimum Architectural Woodwork Institute's AWI custom grade for flush overlay construction. MDF products shall be ( ) 9 Y P. of four air changes per hour U.O.N. The coolers shall be United Metal Products "Slimline" urits or approved made with binder containingno urea -formaldehyde. Wood glues used for fastening shall have a VOC content of Y 9 9 DIVISION 10 SPECIALTIES equals. Provide adequate relief venting to allow all doors within the tenant space to close properly. The cooler when calculated according to 40 CFR 59 Subpart D EPA Method 24 . Multipurpose construction 30 7L or less g p ( ) 91 I n m shall located midway between fires sprinkler lines and fires sprinkler heads in build'n s with ESFR p e u s s a be Cate ay fiN p p g adhesives shall have a VOC content of 70 IL or less when calculated according to 40 CFR 59, Subpart D EPA 9 9 P 10.1 TOILET ACCESSORIES: buildings. The plenums, water supply lines and drain lines shall not encroach into the buildings clear space Method 24). Contact adhesives shall have a VOC content of 250 IL or less when calculated according to 40 9 9 Napkin Disposals: Bobrick' B-270 sanitary napkin disposals in each women's toilet stall U.O.N. U.O.N. CFR 59 Subpart D EPA Method 24 P ( ) Paper Towel Dispenser: Bobrick B-369 (for single accommodation toilet rooms) or a Bobrick B-3944 (for multiple 15.3.7 CURBS/SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be located on accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N. roof and shall be installed with a self flashing, leveled, factory curb. Furnish and install 4 inch leg cant strips DIVISION 7THERMAL AND MOISTURE PROTECTION, Seat Cover Dis Dispense[: Bobrick B-221 seat cover dispenser in each toilet stall. p p around all curbs. Absolutely no wood or metal sleepers may be used without owner's written permission. Y Toilet Paper Holder: Bobrick B-686 double toilet paper holder. 15.3.8 CONTROLS: The HVAC system shall be connected to a 7-day digital programmable thermostat. All thermostats . 7.1 - e ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R 19 (or as required by the Grab Bars: Bobrick No. B6806-36 and B6806-42 stainless steel per ADA. shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. If freeze protecton only is tts wire -tied in lace as manufactured b Owens-Corning I compliance calculation), unlaced fiberglass ba p y g 10.2 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a backed P installed in the warehouse, the thermostat control should be mounted on the nearest building column at 10' AFF ore equal. Furnish and install a vapor barrier where required b coder Where perimeter office walls do not extend q P q Y enamel finish by Global Partitions, Knickerbocker or equal in manufactures standard "quick ship" color. and aligned away from racking.. to the roof deck, lay Insulation on top of the ceiling tiles if code allows. Note: WSEC does not allow. 10.3 SIGNAGE: Furnish and install all handicap and exit signs as required by code. 7.2 THERMALWALL INSULATION: Furnish and install R-13 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned spaces. Furnish and install R-13 at all furred exterior concrete wall at. conditioned spaces. Provide a vapor barrier where DIVISION 11 DOCK EQUIPMENT required by code. For Seattle market, install R-10 rigid insulation from floor to roof in walls between conditioned and unconditioned spaces. 11.1 MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly / 7.3 ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass batt acoustic insulation in all toilet and Serco, Nordock or Powerramp. . shower room walls and ceilings, and demising wall at office area. The batt insulation at office demising wall 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner angles. The should go the full height of the wall. existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to 7.4 INSULATION FACING: All exposed fiberglass batt insulation shall have a white PSK-25 or approved equivalent the new pit. Do not overcut the corners when sawcutting the concrete slab for the new pit. On the exterior wall, facing. all edges must have a clean'/4" chamfer, accomplished by grinding or sawcutting the existing concrete with a Y4" 7.5 ROOFING: The contractor shall use a roofing contractor certified to install the existing roofing material for chamfer and pouring the new concrete with a 3/," chamfer. patching of all roof penetrations. Prior to the work, contractor should verify with Prologis manager for the 11.3 DOCK LEVELERS: Mechanical 6' x 9 35,000 lb. capacity Arbon, Kelly / Serco, Nordock or Powerramp with qualified roofers. The new roof penetrations shall be made in accordance with the roofing manufacturer's Irecessed pit per manufacturer's detail. . recommendations, such that the existing roofing warranty is maintained. The patch shall also meet all of the 11.4 EDGE OF DOCK LEVELERS:: 72" wide x 3,000 lb. capacity Arbon, Kelly I Serco, Nordock or Powerramp. The requirements stated in the building shell specifications. On built-up roofs, pipe and conduit penetrations at the EOD must be mounted per manufacturer's instructions and must be installed with a transition plate extending roof shall receive galvanized pipe flashing with screw clamp and elastomeric sealant and shall also be hot 12"minimum into the building if there is no existing steel channel in the dock. Sawcut transition plate into the asphalt patched with 4 ply. concrete floor at the leading edge . 7.6 ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" ' wood sleepers approved by owner. standard or 21" at E.O.D.'s including wood blockouts. 7.7 FIRE SAFING: Penetrations at one hour walls shall be fire sated or caulked. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at E.O.D.'s. - DIVISION 8 DOORS AND WINDOWS 11.7 DOCK LIGHTS: Adjustable dock loading light with 40" extension. . 8.1 INTERIOR DOORS AND FRAMES: Furnish and install T-0" x T-0" x 1-314", solid core, birch, B-3 stain prefinished doors in "Timely" prefinished black steel frames (clear anodized aluminum frames byACI, Eclipse or DIVISION 12 FURNISHINGS approved equal in the San Francisco Bay Area), with 1-1/2" pairs of Hager BB1279 butts per door U.O.N. (All - office door shall receive a 2'-0" sidelight in the San Francisco Bay and Seattle Areas). Doors receiving closers 12.1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings, . shall receive ball -bearing butts. Doors and frames shall be 20 minutes rated where required. When working in shall receive mini -blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. Use metal aluminum color U.O.N. The blinds shall be "inside mounted" (between the vertical window mullions) flush with frame for door backing, wood is not allowed. the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at ' 8.2 NEW EXTERIOR DOORS/FRAMES: 20 gaage, full flush, 1-3/4" thick hollow metal with fibrous honeycomb core all door sidelights.' or steel stiffened hollow metal. Install rain drip seal on new hollow metal doors. Frame: 18 guage with 2" faces and 518" stops formed internal corners mitered, welded and ground smooth: 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL10S Saturn passage hardware on all doors DIVISION 15 PLUMBING except single accommodation toilet rooms which shall receive Schlage AL40S privacy locks. The door hardware . shall have a brushed chrome 626 finish U.O.N. Furnish and install weather-stripping, closers, and drop seals at 15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing doors between conditioned and non -conditioned areas. Furnish and install closers on all toilet and shower room work shall be performed on a design -build basis. The design -build plumbing contractor shall furnish and install a doors. The closer shall be installed on the toilet room or warehouse side of the door. When working in an complete and operative plumbing system to meet all local and state codes. existing tenant space, the new door hardware shall match the existing door hardware U.O.N. 15.1.2 PLANS: Provide plumbing plans for architect's and owner's review and approval. 8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch guards 15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be on all new doors. schedule 40 ABS plastic, or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above 8.5 DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) the finished floor elevation shall be standard weight cast iron.' ABS piping may be used above the finished floor if 8.6 . OVERHEAD DOORS: Match the existing building overhead doors and door insulation. If no O.H. doors exist, permitted by code and approved by the owner. use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with 15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses perpendicular or step plate flush panel sectional. Sawcutting at exterior concrete panels must be certified by a licensed structural parallel to the existing roof structure. All new and existing gas lines within a single tenant space shall be 11 engineer. No overcuts will be allowed. Protect new overhead door tracks with "Zee Guards": 3l8" thick bent connected to a separate gas meter. plate, 4 feet long, bolted to the tilt -up wall panel to protect all dock overhead door tracks 15.1.5 PIPE MATERIAL: All pipe materials shall be subject to the requirements of the City and/or governing body. All 8.7 INTERIOR WINDOW FRAMES/GLASS: Interior windows shall be 114" clear tempered glass set in black "Timely" domestic water, condensate and smitty pan drain lines must be copper. frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. Glazing height 15.1.6 PLUMBING FIXTURES AND TRIM: shall match door height, LION; width shall be as indicated on plans. Lavatory for vanity: American Standard, " Cadet Everclean- Oval Countertop sink", model 0419.444EC, white, 8.8 MIRRORS: Furnish and install 4' high x 114`' thick plate glass mirrors with two coats silver and electroplated self -rimming or equal with a Delta Model 523 LF HDF or Moen L4601 single lever type faucet assembly with a copper backing, and.wiped edges at all lavatory vanities. The mirror shall be the length of the lavatory top set grid strainer and bright chrome finish. Furnish and install a Handy -Shield Drain Cover #3011 White by Plumberex directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, Specialty Products undereach.. lavatory. . the mirror shall be a Bobrick 2436. Wall -hung lavatory: American Standard, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a 8.9 EXTERIOR GLASS: The glass in new storefront doors and "in -filled" truck door openings shall match the existing Delta Model 523 LF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. temporary use until building standard glass is available. Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet, 17" height, 8.10 FALSE MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install aluminum model 3043.001 orapproved equal in white, with an Olsonite #95 seat and a Sloan #111 flush valve . "false" mullions finished to match the existing exterior storefront. Urinal: .American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white, with a 3/4" top spud. For Portland Area: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white. Coffee bar / Lunch Room sink: Elkay, model LRAD 1918, stainless steel, with a Delta #100 faucet. If the Lunch DIVISION 9FINISHES Room base cabinet is 8'-0'' or longer, use an Elkay model GECR 2521. Furnish and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each sink. 9.1 FIRE RATED WALLS: Metal studs with one layer of 518" type "X" gypsum board on each side from the floor to Laundry tray: When specified as a customer upgrade use Fiat Products, Molded -Stone, model FL-1, with 20 the roof deck with top slip track. The stud size and spacing shall be per the stud manufacturer's tables and local gallon capacity, or Florestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet. code requirements. Install fire saflng between the gypsum board and roof deck U.O.N. Penetrations at one hour Shower enclosure: When specified as a customer upgrade use Florestone, wheelchair accessible fiberglass walls shall be fire safed or caulked. I I shower stall, 44-52Hwhite with grab bars, seat, mixing valve and shower curtain rod. 9.2 FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal studs with one layer of 518" Water heater: The water heater shall be A.O. Smith, State or approved equal sized to meet demand. It shall type "X" gypsum board on each side from the floor to the roof deck with top slip track. The stud size and spacing . be located on the warehouse floor in a smitty pan draining into a hub drain with a trap primer. The location shall shall be per the stud manufacturer's tables and local code requirements. Drywall installed above an acoustical be as located by the architect or approved by the owner. All plumbing connections shall be made with dielectric �. ceiling shall be firetaped and screws spotted unions. Install the water heater above the ceiling is not allowed: Drinking fountain: If drinking fountain is specified on the plan, Elkay model EZSTL8LC, for the high -low drink fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298" grab bar;1 Y."stainless steel. Install two grab bar, one at each end of the fountain. 15.3.9 EXHAUST FANS: Furnish and install an exhaust fan in each toilet room and shower room applicable). if a . Install ( PP ) NII' I fi a supply air grille in the toilet rooms or a transfer grille from the toilet / shower room ceiling to the adjacent PPY 9 9 9 1 o e rated at 150 CFM minimum. conditioned space. In mull fixture restrooms, fans'shall b r 15.3.10 DUCTING: All ductin shall be galvanized s iral` or rectangularinsulated with 1-112 wrap and vapor barrier or 9 9 P rP P . duct board. An exposed duct in a conditioned firehouse' area must be galvanized spiral sheet metal. Final Y P 9 P connections to the registers shall be made with a minimum 5 soft flex duct for sound attenuation. All plenums 9 shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use. Plenums shallextend t e 't to the eve/ the I branches. No ducting or plenum drops ma be installed from h um I of h horizontal br g p p y over warehouse . S r paint flat black an ducting visible through the grille. If the project is a remodel of sacs a t a d g p P Spray Y 9 9 l . an existin s stem all abandoned ductin shalibe removed. 9Y 9 15.3.11 FITTINGS: All a branch fittings shall have volume dampers with locking quadrant in main and branch ducts. wY 9 P 9 q1. The dampers shall be tagged for easy recognition. 1. . 15.3.12 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer rills are not PPY 9 9 9 . permitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a perforated P PPY 9 . ace us mounted. Supply air registers shall have a 4-way directional blow. Restroom registers. a be 1 x2' if face, flush ppy I rs Ih ymy 9 JACKSON MAIN 15.3.13 necessary. FILTERS: Filters shall be located at the unit not at the return register. Replace all existing filters after the ARCHITECTURE completion of the construction. - 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 DIVISION 16 ELECTRICAL t 206.324.4800 . WWW.JACKSONMAIN.COM 16A DESIGN BUILD: Unless engineered electricals stem drawings are included in the bid documents, the electrical 9 Y 9 work hall a performed on a design -build i . Th design -build electrical contractor shall furnish and install a s b pert basis. e . e codes. complete and operative electrical system to meet all local and state P P Y 16.2 PLANS: Provide electrical plans for architect's and owner's review and approval. 6. 1 3 ENERGY CALCS: Provide n compliance calculations if required. RG C CS ro de energy comp once code ca q 16.4 METER SECTION: Furnish and install an electrical meter section bussed for future sections if not existing. 9 . 16.6 PANELS AND TRANSFORMERS: The location of the 277/480 volt electrical panel,the transformer, and the S s 120/208 volt electrical panel shall be approved b the owner. Typically these should be located on the P PP Y YP Y t' panels and transformer shall be sized to allow office/warehouse wall adjacent to the toilet rooms. The electrical a 1 P 4879 for a 25° increase in the number of circuits in the future. �a RE EKED 16.6 OFFICE LIGHTING: Furnish and install 2x4 two lam lay -in fluorescent 12 cell parabolic luminaires with P, Y P . CHI ECT standard acrylic lens and T5 or T8 lamps with electronic ballasts U.O.N., 50 foot candles minimum at T A.F.F. or maximize the luminaires permitted b the local energy code but no less than two 2 luminaires per office. Wire P Y 9Y O P . one 1 luminatre near eve exit doors to provide 24 hour lighting. O ry P. I 16.7 TOILET ROOM LIGHTING: In toilet roomswithlavatory tops and multiple toilet fixtures, furnish and install L N a ry P p . RE ER I . continuous recessed stripfluorescent luminaire along the wet wall Litho is RT5 or equal) and install 6" 19 ( n q ) . TATE ASHINGTON recessed Compact fluorescent or LED can lights in front of lavatory and field. For work in existing space, P 9 ry 9 contractor to match original li lighting finishes. For single fixture restroom, install 1 x4 surface mounted ,light fixture 9 . 9 9 .9 with full wrap lens. In Reno, provide two Vx4' surface mounted light fixture in multi -fixture restrooms. 16.8 WAREHOUSE LIGHTING: Install 2x4 or 1x8 6 lam T8 or T5 fluorescent high bay luminaires with a MIRO 4 t) P 9 Y . specular aluminum reflector and a white backed enamel painted sheet metal housing as manufactured by Cooper . Lighting, L'thonia Williams LSI or approved equal to achieve an average 20 foot candles of maintained light 9 91 I PP q 9 9 measured at 30 A.F.F. in the warehouse space prior to installation of racking. Luminaires shall be provided with electronic pro ram start ballasts. Provide additional emergency egress pathway lighting and exit signs as P 9 9 Y 9 p wY 9 9 9 re utred b code. Wire a minimum of one 1 luminatre near each of the exit doors and office I warehouse doors q Y O to provide 24 hourlighting. All luminaires sh II be hun on cable "Y" hangers. All luminaires shall be bi-level p u a g g switched and installed with 15 feet of flex conduit. Luminaire placement is critical in buildin s with an ESFR fire P 9 sprinkler system so that proper clearances are maintained. Locate luminaires midway between ESFR sprinkler P Y P P Y P heads or midwaybetween sprinkler lines. Variations from this layout necessary to accommodate the tenant's P Y ry _ . rackingmust meet fire code requirements. q 16.9 OUTLET BOXES: All outlet boxes for wall switches wall receptacles, telephone, etc. shall be galvanized steel or P p 9 I type boxes. . 16.10 RECEPTACLES: Furnish and install two 2 110Vdu duplex receptacles and one 1 telephone "ring and string" in O P P O P 9 9 each office. I . 16.11 a d install a dedicated 110 volt fou lex outlet at the telephone DEDICATED RECEPTACLES: Furnish n n rp hone board . p and two dedicated 110V outlets at the coffee bar. Provide.4 dedicated 20 AMP GFI receptacle if within 6 of an P Y . sink. 16.12 GF1 RECEPTACLES. Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. 16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the US C 9 9 9 office/warehouse door or other owner approved location not at the electrical panel. . PP P Print Record 16.14 ELECTRICAL CONDUIT 1 CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu Y of EMT where permitted by code. Rome.x may not be used. All conductors must be copper. 03/17/15 PERMIT SET 1 D without ceilings shall be installed at or above the bottoms of the 615 CONDUIT INSTALLATION; All conduits in areas thout ce I gs s a trusses or beams. All conduits shall be run at 90 or degrees parallel to structural members walls floors and 9 permission. ceilings. No conduit may be installed below the slab or on to of the roof without the owner's written per ss on Y I 1 P 16.16 TELEPHONE BOARD: Furnish and install one, 4 x8 x314 , APA C-D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6 copper round P 9 PPP 9. wire unless otherwise required. 16.17 TRIM COLOR: All light switches outlets and electrical trim shall be white. I I . P_ I I .16.18 LABELING: Label all panels, control oints switches and motors as directed. Panels shall be identified b panel pP YP . number. Switches shall be labeled indicating the equipment which the control. Typed circuit panel directories Revision gy yp _( ) p Record