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HomeMy WebLinkAboutPermit D14-0256 - CASTLE MEGASTORE - TENANT IMPROVEMENTCASTLE MEGASTORE 235 STRANDER BLVD, STE 100 D14-0256 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049102 235 STRANDER BLVD 100 Project Name: CASTLE MEGASTORE Permit Number: D14-0256 Issue Date: 8/29/2014 Permit Expires On: 2/25/2015 Owner: Name: Address: Contact Person: Name: Address: A 4 LLC 117 E LOUISA ST #230 , SEATTLE, WA, 98102 CARTER WOOLLEN 911 ESTERN AVE, STE 550 , SEATTLE, WA, 98104 Contractor: Name: BROCOMM Address: 2320 SUMMIT LAKE SHORE RD NW , OLYMPIA, WA, 98502 License No: BROCOMM**862CJ Lender: Name: TENANT Address: Phone: (206) 399-8577 Phone: (360) 250-4953 Expiration Date: 2/11/2016 DESCRIPTION OF WORK: TENANT IMPROVEMENT FIT OUT TO ADD (3) NEW DRESSING ROOMS, FLUSH OUT WALL FOR BETTER SHELVING, NEW WALL IN FRONT OF STOREFRONT FOR NEW SHELVING/DISPLAY, ADD (2) NEW DOORS, CLEAN UP CEILING DETAILS, AND NEW FLOOR TILE. Project Valuation: $56,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,784.14 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: WiL Date: -�`T- l j I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditi¢ns attached to this permit. Signature: Print Name: AJ`ju �4- L 1oJr(" • Date: Lam-' 2i I 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: 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 19: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 20: 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) 18: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 26: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 09. or oi:ce use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Z(o Z) o H — '$ 1 o Z —O . Site Address: Z 3 S S?It R d DMZ. f L V D. Suite Number: i o Floor: Tenant Name: /2/0/12/it f¢,1144C.„Io' a 411664-e7dAg New Tenant: O. Yes ❑ ..No PROPERTY OWNER / 7` elne*-.V 7' Name: M A e 1, PRANK] Address: /6 2 9 E AtAY L. AA City: m „,fr% X State: At,.... Zip: esoie CONTACT PERSON — person receiving all project communication Name:GorOt.7*-A--..‹ /41/001—.4.L..1/ Address: 9f% WAS .t N ,tv3. ,. ,rl) City: cr� fr a State: 14j4 Zip: rgyelfiz Phone: 2 e 3r17,6 ,Fax: Email: 444v4^,,?`i4D/o. cO/tj eie..-A1:700e. a,fr1/O0 GENERAL CONTRACTOR INFORMATION Company Name: r►i, p,(y1C LI 60R 01 jC®M,r Address: 020Nfpnober MA*eltitritkotd City: ® /,,l/�/,�, State: $/,f Zip Isom Phone: 206 9 b Q•83g Fax: ' Contr Reg No.:5 Exp Date: �/��A �f Tukwila Business License No.: t-o,,rnt --1.• WILL AfAe—feA' ijz.G i t460 •5'36B H:lApplicatiore\Forms-Applications On Linc\2011 Applications a mit Application Revised - 8-9-I1.docx Revised: August 2011 bh fo a - /PZ7,' �a''►' - N� J7.6 2a o 10.442 V1st, 'VA ?.±3 ARCHITECT OF RECORD Company Name: WOo l_i_E J 13'ru two 14)G. Architect Name: L Afe..-ree Wo o t. L.V.) Address: 'Il1 14CS7Et2N M . Su ere sso City: S e# rrLg State: W 14 Zip: 9 Poly Phone: Zo4.4443.6Ygy Fax: Zoe lag iexo Email: C At2Tet c woo c.t.e A, STu be o . t o M ENGINEER OF RECORD Company Name: A,/� Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.277.095) Name: WC Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ Isfteri O 00 Describe the scope of work (please provide detailed information): N -�-r- /4► Pa*.9 44. dam'- of 7'. Alia,. 4.1016 3 *' I-Pv aa�zf�-✓i4- #e.00»s,r/ ar✓ , i `r1-frAi-4d/4 , ✓ ••11,I"f%t_ //L1py5/A'7` sr"- „/T'D 46/-i64-A-Y/ rl'bb z •Ve-O+' Ooo/42✓/ `Lf ~- (.6 7/A Will there be new rack storage? ❑ Yes D.. No Existing Building Valuation: $ 2,3.6- tr75J4,t o�.c WI- i d7'1t /0.0, yr .402e !—.su ,0e ,ttn_ ,G rail✓'T" rE- *,_ aola w ry44vi ty/ C/4/4-6- et6.7* /L.T . 01'.e Air AL A0.42._ 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 lstFloor 4SgL lli Q M 2nd 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Igr Sprinklers ' Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety ata 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. II:\Applications\Forms-Applications On Line\2011 Applicatrora\Pcrrnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑• ❑• ❑• ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line O ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension 37. 17 77 Public ❑ Public 0 WO # WO# WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size 59 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip I1MpplicationsWorns-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-I 1.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE 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 0 Signature: Date: /7// Print Name: ���%�i '�� VVZ•OL Gail/ Day Telephone: 2D,6.-3 99 '8.47 7 Mailing Address: TYI fVillb.4+4/ plleX v7 £ (b crAoff '7Z ' *$- rgial- City State Zip H:WpplicationsTorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $1,784.14 D14-0256 Address: 235 STRANDER BLVD 100 Apn: 2623049102 $1,784.14 DEVELOPMENT $1,731.80 PERMIT FEE R000.322.100.00.00 0.00 $1,046.85 PLAN CHECK FEE R000.345.830.00.00 0.00 $680.45 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $52.34 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2800 R000.322.900.04.00 0.00 $52.34 $1,784.14 Date Paid: Thursday, August 07, 2014 Paid By: MARK A FRANKS Pay Method: CREDIT CARD 093594 Printed: Thursday, August 07, 2014 9:16 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit D 4 O Z_5-1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: CAST ip 1/1�4 A`\rorP Type of Inspection: Me��- L: 4 f i .1.< Address.; / Date Called: Special Instructions: J Date Wanted: % /O—/r/4 a.m. ,pm. Requester: Phone No: Approved per applicable codes. DCorrections required prior to approval. COMMENTS: t) ki C; vs 6 - oic L.:6 r``r O4.MC' %h i - C ,� S- e - ,� L.: n,ti - k ell 1 OPT M (o t,,N oi, eTP V 4 uk,,,.) Insp Date:( atef o j /4 / \pot, v , • REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. jo INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670! Permit Inspection Request Line (206) 431-2451 Project: / A("Fi -. l,t.M/.A rore Type of Inspection: rAMfLac()6, 1iC -tT Date Called: I Ru; 1 A 1 ,AiAL,Su$,(e- Address: '735 51rA,l3DElk Special Instructions: Date Wanted: ! y ` t "`a.m ! p.m. Requester: Phone No: - Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: �A Dec d r r A M Q h Li (t (,- 4 y' ,,f f/ p tr. )rr, P n _ f`f" 1416 _SY1/ // 4/:I�(o137 :4 c9i ; c : .' J,N! Kei4., .DrolaIs i_ A.c,6 4, ,r t ) (4 i\J F. f� .s (1'4Z_ ,l i 81,4-4.K? (V ), ti- /9a i € LL.) J() LiP e A. ,., :I ! / 1 -1 rIV LA-17-eir I 1 �r 46 r 4-101 /4 et ikfl) rwr b n 6 . Inspector: 0 A Date 0 f 14 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n( 4,4 INSPECTION RECORD Retain a copy with permit.1) 1//'02S0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: (.. ACi I e M (7-,.As' JP Type of Inspection: _., F A-V.,,r. , ..A / Li L. -r t (/ Address: S (A r) riP... Date Called: �. , . (.0ttA (� 1--; NAA., ? SpeciaT Instructions: Date Wanted(:, '% a m / - t �". �` p.m. Requester: Phone No: Approved per applicable codes. ctions required prior to approval. COMMENTS: Inspecto Date��+-/4 r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670' Permit Inspection Request Line (206) 431-2451 Project: (_AV —I C .fie ASi or( Type of Inspection: S u $ . C- ." /,G Address;; r Date Called: / 2-3 ) f r 11-•4/6—. Special Instructions: \ /l Date Wanted:—.1 %( (14-(47-i '`- a.mi p.m. Requester: Phone No:/ 2Approved per applicable codes. Correction s required prior to approval. COMMENTS: / T.4—A v-11 �� 0 \ / --f rP 01x64e, s Lit - e,r . \ /r, &a , r ul ,e /\ \ / \ / \ / \ ./ \ / r i \ 1 1, Insp tor: Date , (_ /4 REINSPECTION FEE -REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 14'6z5 r }(4 Project: Type�f Inspection: �, j r ��y� V ' (.,,, 7��_s[ 1 to ///-+r,IA_9\9/e dle/,ss:--� ,-� Ad_ Date Galled: / Special Instructions: -�-j' ''7 �t� Date Wanted: /2 4 —a:m` ( p.m. Requester: Phone No: Approved per applicable codes. t�J Corrections required prior to approval. COMMENTS: / 6 (!) C.-e j., r r rd I A 4 I 0 IF- _ .- � cue A wn t- A i , r A--c • 4 A P Or b q 1 (Th n Inspector: 001--Xzft Date 4 REINSPECTION FEE'RQUIRED. Prior o next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Project:, . tt Type of Inspection: \ , , Address: � ) 1) ,-tlICi.f\r f �� Date Called: ��`,u ` \ � 1 Special Instructions: - Date Wanted: (; 11r% an Requester: Phone No: `t r g Approved per applicable codes. Corrections required prior to approval. COMMENTS: ! \ � l 1. f r (1.\4?\\(--, �aZ;� :liS..?\1C41\. .,AU 1 i ,it,_)+\ 1 F / `.... _ Inspector: // Itt�,0 .4 / l(REIN__SPECTION FEE REQUIRED. RED. Prior o next inspection, fee must be paidat 6300 Southcenter Blvd., Suite 1, 0. Call to schedule reinspection. Date: ti #I INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ( Vk � i A (i'fC t': Type of Inspection: --n 1 N , Address: Cs'I�t�� {��j ice. Date Called: ,.. j 1 t � Special Instructions: Date Wanted: a'm_. Requester: m' Eev.092 Phone No: wt ,,.07,m Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` , ,, p { ' t 1 t! d 3 ti r — {,/� ''.,.\ , s nP C tir'J Nov.f\ovk \ �,.... !� P ,\')A IA ,ili ''�+J�/- r ! _._lam 1/ ; i c s / l fm l' C c 1. ) '� -1lam <, _. _.. J ./(-_-- C) f 1 ' e/ iris ' ) 5,lb e l Pti. 1 inspetor: �---- .� /.1)" Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit /`/- 5. --203 >it --onset INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 4 57� Type of Inspection: ve,-' ge4-5rM-& Address: Suite #: Z3T .$$f2-44.r- Contact Person: Special Instructions: Phone No.: 'RI Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: . S? Date: q , eh y Hrs.: $100:00VINSPECTION FEE REQUIRED. You will receive an invoice from the-City-of-Tulkwi a Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings induding R2 & R3 over 3 stories ar Revised Jan 2014 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write-911 protected. Project Address 235STRANDERBLVD Date 8/25/14 TUKWILA, WA 98103 For Building Department Use FILE COPY _,yam:0. ImA Applicant Name: pp CARTER WOOLLEN Applicant Address: WESTERN AVE. SUITE 550 SEATTLE, WA 98104 Applicant Phone: Project Description Lighting Compliance Path Lighting Power Allowance Method New Building Addition Alteration Lighting Power Density Calculations Total Building Performance Clear (If Total Building Performance then only LGT-CHK is required.) Building Area Method Selection requiredto enable LPA forms Space -By -Space Method Clear Interior Lighting System Description Briefly describe lighting system type and features. No Changes to Existing Interior Lighting, and space use not changed. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 29 2014 Additions and Change of Space Use (C101.4.3 & C101.4.4) City of Tukwila Addition area is combined with existing building lighting systems to demonstrate compliance with all applic aUILDING DIVISION 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. Addition area or Change of Space Use area complies with all applicable provisions as stand alone project Alterations, Renovations and Repairs (C101.4.3.1) 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-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 existin R R ECTI ON wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (in u existing) lighting wattage in the Proposed Wattage table. L riff`_ 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 Whin_ _...___tic time controls „ __CITY:OF: TUKWILA lighting controls per C405.13. IVED 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 RM lT CENTER 6 2014 No changes are being made to the interior lighting and space use not changed. N14 0,-S0 FTB - Fire Track Blocking Product Application FTB fire track blocking provides horizontal bracing for studs and joists. Fire track blocking is thoroughly engineered for 12", 16", and 24" stud layouts with a precut flange to fit the stud cavity for quick installation. VELE CON Features and Benefitterm jt R9�. • Available in 12", 16", and 24" stud spacing • Pre -punched guide holes • One-piece assembly • Fills the whole stud cavity Material Composition • Mill certified steel • ASTM A653/A653M • 54 mil • 57 ksi yield strength • 65 ksi tensile strength • G60 galvanized coating Nomenclature Example: *Stud Web Width REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2014 City of Tukwila BUILDING DIVISION Spacing 24" oc Fire Track Stud Flange Blocking Length Width Pre -punched guide holes CORRECTION 54 mil bw- o.2.sb Quantity / Order Information 1rn ) Dimensions FTB250-S12-54 2 y: 125/162/200 12" IFTB250--'-516-54 2'W 125/162/200 16' 1 F18250-'-524-54 2 y: 125/162/200 24" FT8350--'-S12-54 3 yz 125/162/200 12' FTB350'-516-54 3'h' 125/162/200 16' FT8350-'-524-54 3 ' 125/162/200 24' FTB362-'-S12-54 3 %" 125/1621200 12' FT6362-'-S16-54 3 % 125/162/200 16" FTB362-'-524-54 3 W 125/162/200 24" F13400 '-512-54 4" 125/162/200 12' FTB400-"-S16-54 4" 125/162/200 16" FTB400-'-524-54 4" 125/162/200 24' RECEIVED CITY OF TGKWILA AUG 262014 PERMIT CENTER RFO FTB600-'-S12-54 FTB600--'-S16-54 FTB600-'-524-54 FTBB00- 512-54 FTB800'-S16-54 FTBB00-'-524-54 FTB1000-'-S12-54 FTB1000 516-54 FTB1000 "-524-54 FTB1200'-S12-54 FTB1200 516-54 • FTB1200-"-S24-54 Ql u 'o ilk tCtittl P .D3L a SI ti,T 6" 125/162/200 12' 6' 125/162/200 16' 6' 125/162/200 24' 8" 125/162/200 12" 8' 125/162/200 16" 8' 125/162/200 24" 10' 1251162/200 12" 10' 125/162/200 16' 10" 125/162/200 24" 12' 125/162/200 12' 12" 125/162/200 16" 12" 125/162/200 24' SCAFCO.COM ffJscAFcn . • 8/21/2014 BXUV.U404 - Fire Resistance Ratings - ANSI/UL 263 RUNE CERTIFICATIONS DIRECTORY Design No. U404 BXUV.U404 Permit No. Fire Resistance Ratings - ANSI/UL 263 page Bottom FILE COPY Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - C'AN/UI C-S101 Certified for Canada Design No. U404 January 27, 2014 Nonbearing Wall Rating — 1 and 2 Hr (See Items 3 and 5) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing t as Canada), respectively. REVIEWED FOR ,CQDE COMPLIANCE k 7 ; APPROVED `;AUG 29 2014 i / 1 :..:er`h t1jiiIa _., ,k.... -Thf.-.} BUI 'DING DIVASION i.r ".\`4+ �f 4 (4 6 CORRECTION 1 Hr. Configuration O2S(o RECEIVED CITY OF TUKWILA AUG 2 6 2014 PERMIT CENTER http://database.ul.com/cgi-bin/XY V/template/LISEXT/1 FRAME/showpage.html?name=BXUV .U404&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&... 1/4 8/21/2014 BXUV.U404 - Fire Resistance Ratings - ANSI/UL 263 i „ 7 i i `� l tf • ----—_•--_.-T��---•�----------------------- 1 A. _ `.1-r•r<r :..-.•:._r-.,,r,.r.`::: - -µ- -—'`--..--..'ir:•�::4......^� .•.+-�=-:_r_ti.Y',..=•,fit= i-=:^ ..•.:J:-..:• - -:r�'. • • E • ' .•t :-..,ti ..•<.. .. r v , , . , : .: . ... - w.t>.-♦,w-ab : ..:.=• ,•<4 �.in�t:- .:.+•.,-•.,,,:>r:'.:•.:<...;...r�..:.•.�-w::>.,..r„. :.a. i•e.a.w.r h f ,; , _ , c a (2 r �• i 2 Hr. Configuration A 9 ``v r 3 2 r. Configuration B •v.•••vl..m..... vrv,r.4 vw•a�T J V/ 6 ) (f T i 4) fr '�'`�t Y t 2 Hr. Configuration C 3 (3) 1. Steel Floor and Ceiling Runners — (Not Shown) — Channel shaped, 3-1/2 in. wide by 1-1/4 in. deep, fabricated from min 20 MSG (0.0329 in., min bare metal thickness) galvanized steel. Attached to floor and ceiling with steel fasteners spaced 24 in. OC max. 2. Steel Studs — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 3. Cementitious Backer Units* — 1/2 in. or 5/8 in. thick, applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with corrosion resistant, chamfered, ribbed wafer head screws with a minimum head diameter of .400 inch. For nonbearing systems, fastened to studs and bottom runners with the uppermost screws placed 1/2 in. to 2 in. below the bottom edge of the leg of the top runner. Horizontal joints need not be backed by framing. 1 HrSystem - Screws shall be min 1-1/4 in. long and spaced a max of 8 in. OC. All vertical joints staggered one stud cavity from gypsum board vertical joints on the opposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - For the base layer in Configuration B, the screws shall be min 1-1/4 in. long and spaced a max of 12 in. OC. For the face layers, screws shall be 1-5/8 in. long and spaced a max of 8 in. OC. All face layer joints offset min 12 in. from underlying base layer joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. http://data base.ul.com/cgi-bin/XY V/template/LI SEXT/1 FRAME/showpage.html?name=BXUV .U404&ccnshorttitle=fire + Resistance +Ratings+-+ANSI/UL+263&... 2/4 8/21/2014 BXUV .U404 - Fire Resistance Ratings - ANS1/UL 263 UNITED STATES GYPSUM CO — Type DCB 4. Batts and Blankets* — Min 3 in. thick mineral wool insulation batts, friction -fitted between studs . IIG MINWOOL L L C — Type SAFB THERMAFIBER INC — Type SAFB. 5. Gypsum Board* — 5/8 in. thick, with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Fastened with Type S-12 screws. 1-Hr System - For vertical application, fastened to studs and runners with 1 in. long screws spaced max 8 in. OC at vertical edges and spaced max 12 in. OC in the field. For horizontal application, fastened to studs and runners with 1 in. long screws spaced max 8 in. OC. Vertical joints staggered one stud cavity from cement board vertical joints on opposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - Base layer with an overlying gypsum board face layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and runners. Base layer with an overlying cement board face layer, fastened with 1 in. long screws spaced max 12 in. OC to studs and runners. Face layers fastened with 1-5/8 in. long screws spaced max 16 in. OC to studs and runners with screws offset 8 in. from face layer screws. Face layer joints offset min 12 in. from base layer joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. When used in widths other than 48 in., gypsum panels to be installed horizontally. CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, SGX, ULX, WRC or WRX. UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX, USGX (Joint tape and compound, Items 6 and 7, optional for use with Type USGX). USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX. 5A. Gypsum Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP — Type RB-LBG 5B. Gypsum Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5C. Gypsum Board* — (As an alternate to Item 5) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in OC in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Fasteners for face layer gypsum panels (Item 5) when installed over lead backed board to be min 2-1/2 in. MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5D. Gypsum Board* — ((As an alternate to Items 5 may be used as the base layer on one or both sides of wall, For direct attachment only)) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Item 5) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel. http://database.ul.com/cgi-bin/XYV/temptate/LISEXT/1 FRAME/showpage.html?name=BXUV .U404&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&... 3/4 8/21/2014 BXUV.U404 - Fire Resistance Ratings - ANSI/UL 263 RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 6. Joints — Covered with glass fiber mesh tape and latex modified Portland cement mortar or basecoat, or Type I organic adhesive. 7. Joints — When tapered edge gypsum board is used, face layer joints covered with joint compound and paper tape. As an alternate, gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced. When square -edge gypsum board is used, treatment of joints is optional. 8. Vapor Retarder, Water Barrier or Weather Resistive Barrier — (Optional — Not shown) — As required. 9. Lead Batten Strips — (Not Shown, For use With Item 5A) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5A) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips — (Not Shown, for use with Item 5C) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of .0140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shown, For use With Item 5A) - Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5A) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs — (Not Shown, for use with Item 5C) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. 12. Lead Tabs — (Not Shown, For Use With Item 5B) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 ast Undated on 2014-01-27 Questions? print this page Terms of Use Page Ton © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment /latahase for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2014 UL LLC". http://data base .ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage .html? name =BX UV .U404&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&... 4/4 235 Strander: Castle Meyastore Permit Corrections #1 8/26/14 CARTER WOOLLEN 911 WESTERN AVE, STE 550 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0256 CASTLE MEGASTORE - 235 STRANDER BLVD BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1 The bathrooms shown along with the fitting rooms do not meet accessibility codes. Current codes require Sites, buildings, structures, facilities, elements and spaces, temporary or permanent, shall be accessible to persons with physical disabilities. Where an alteration affects the accessibility to, or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities, telephones or drinking fountains serving the area of primary function. Since the toilet rooms do not meet accessibility and may be infeasible to alter both, an accessible family or assisted -use toilet or bathing room constructed in accordance with Section 1109.2.1 is permitted. Show an accessible bathroom provided. One of the existing bathrooms shown may be altered to qualify for an ADA compliant bathroom. Hallway access shall also meet turnaround width requirements. Include a drinking fountain that meets accessibility. (IBC 3411.7, 3411.8.11, [P] 2902.2.1 & 2902.5.1 & ANSI Chapter 603) Alteration of floor plan to provide (1) Accessible Bathroom. See 1/A2.1, and enlarged Plan at Toilets 2/A5.1. Note that the existing toilet is to remain to avoid undue costs that would be required by moving or adding an additional toilet fixture. Configuration includes the widening of the Hallway to meet turnaround width requirements, as well as the addition of a drinking fountain that meets accessibility. 2. Show a fitting room that meets accessibility barrier free requirements. Also include in the code information on the cover sheet compliance with 2009 ICC/ANSI A117.1 for applicable codes. (2009 ICC/ANSI A117.1 SECTION 803) CORRECTION RECEIVED CITY OF TUKWILA AUG 2 6 2014 D, �� OXSqP PERMIT CENTER 235 Strander: Castle Meyastore Permit Corrections #1 8/26/14 803.2 Turning Space. A turning space complying with Section 304 shall be provided within the room. Turning space provided in Dressing Room 1. 803.3 Door Swing. There are to be no doors to the fitting rooms, typ. 803.4 Benches. A bench complying with Section 903 shall be provided within the room. Bench added in Dressing Room 1. 803.5 Coat Hooks and Shelves. Accessible coat hooks provided within the room shall accommodate a forward reach or side reach complying with Section 308. Coat Hooks added in Dressing Room 1. 3. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC 107.2.3, Section 1006, 1017.2, 1017.3 & 1017.4 Aisle access ways in Group M) Egress Plan provided on Sheet A0.2. Existing Emergency Illumination provided along common path of egress. Contractor to verify existing conditions meet code requirements. 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http:// www.neec.net/eneray-codes, (scroll down to center of page). No lighting to be altered for this extent of work. Existing lighting is adequate for needs of client, and for requirements of egress. From the 2012 Washington State Energy Code, C101.4.3.1 Lighting and motors. Alterations that replace 60 percent or more of the luminaires in a space enclosed by walls or ceiling - height partitions shall comply with Sections C405.5 and C405.6. Where less than 60 percent of the fixtures in a space enclosed by walls or ceiling -height partitions are new, the installed lighting wattage shall be maintained or reduced. 5. The new walls shown don't have a reference to the Wall Type Schedule indicating which wall type is to be used. Provide clarification with Key references to the new walls shown. 235 Standen Castle Meastore Permit Corrections #1 8/26/14 Wall types on Sheet A0.1 revised to reflect references shown on Floor Plan A2.1. 6. The new wall along the West side covering the exterior window wall creates a concealed space. This space shall be required to be sprinkled and shall include fireblocking. Provide the specific details and specifications for that space and wall construction. Show a detail where top of wall is attached and braced at the columns shown. In addition provide specifications for the type of black out shades. Consult with the planning department concerning approval for the blackout shades. (IBC SECTION 718, 718.2, 718.2.2, 718.2.3 & 1604.8) Wall type P-1 references UL 404, a 1-Hour rated assembly. Detail on Sheet A0.1 was provided by Daniel Buker, PE, of Buker Structural Engineering, to show bracing at top of wall and back to columns. Fireblocking to be provided utilizing Scafco FTB - Fire Track Blocking for 16" stud spacing, at 9'-0" A.F.F., typ. Note that Blackout shades are no longer included. Inside face of glass to be painted per client direction. We have discussed this with Carol Lumb, Senior Planner, Dept. of Community Development with City of Tukwila. Due to the nature of Castle Megastore's business, the Planning Department is ok with not having transparent storefronts. City of Tukwila Department of Community Development August 20, 2014 CARTER WOOLLEN 911 WESTERN AVE, STE 550 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0256 CASTLE MEGASTORE - 235 STRANDER BLVD Dear CARTER WOOLLEN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1. The bathrooms shown along with the fitting rooms do not meet accessibility codes. Current codes require Sites, buildings, structures, facilities, elements and spaces, temporary or permanent, shall be accessible to persons with physical disabilities. Where an alteration affects the accessibility to, or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities, telephones or drinking fountains serving the area of primary function. Since the toilet rooms do not meet accessibility and may be infeasible to alter both, an accessible family or assisted -use toilet or bathing room constructed in accordance with Section 1109.2.1 is permitted. Show an accessible bathroom provided. One of the existing bathrooms shown may be altered to qualify for an ADA compliant bathroom. Hallway access shall also meet turnaround width requirements. Include a drinking fountain that meets accessibility. (IBC 3411.7, 3411.8.11, [P] 2902.2.1 & 2902.5.1 & ANSI Chapter 603) 2. Show a fitting room that meets accessibility barrier free requirements. Also include in the code information on the cover sheet compliance with 2009 ICC/ANSI A117.1 for applicable codes. (2009 ICC/ANSI A117.1 SECTION 803) 3. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC 107.2.3, Section 1006, 1017.2, 1017.3 & 1017.4 Aisle access ways in Group M) 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 5. The new walls shown don't have a reference to the Wall Type Schedule indicating which wall type is to be used. Provide clarification with Key references to the new walls shown. 6. The new wall along the West side covering the exterior window wall creates a concealed space. This space shall be required to be sprinkled and shall include fireblocking. Provide the specific details and specifications for that space and wall construction. Show a detail where top of wall is attached and braced at the columns shown. In addition provide specifications for the type of black out shades. Consult with the planning department concerning approval for the blackout shades. (IBC SECTION 718, 718.2, 718.2.2, 718.2.3 & 1604.8) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, Ycv • (ennirer Marshal 1 • ernv4Tec lmciai \, File"Nb. D14-0256 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 QMR PY PLAN REVIF,W/RuLITING SLIP PERMIT NUMBER: D14-0256 DATE: 08/26/14 PROJECT NAME: CASTLE MEGASTORE SITE ADDRESS: 235 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Vic, Building Division Public Works n Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0256 DATE: 08/07/2014 PROJECT NAME: CASTLE MEGASTORE SITE ADDRESS: 235 STRANDER BLVD, ST 100 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Co v Building Division b�lc Work1111V---#11.1 M' Avg, og,(t1(Li Fire Prevention Structural Oa, APoi, Planning Division L-6 Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/12/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/09/14 Approved Corrections Required Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 17 Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a/16//e Plan ChecWPermit Number: D 14-0256 ❑ Response to Incomplete Letter # RECEIVED • Response to Correction Letter # 1 CITY OF TUKWILA ❑ Revision # after Permit is Issued AUG 2 6 2014 ❑ Revision requested by a City Building Inspector or Plans Examiner PERWr Project Name: Project Address: Castle Megastore 235 Strander Blvd Contact Person: €-trAt -/&,,e # 'oeuz,E,t/ Phone Number: 206'79 f. 8.t77 Summary of Revision: idw,/if 1' /.a 71, .4J c71/404► Ake' `) i 1404e✓ / 4731 /P / #7•4tztcr/W-46 -tv ''ix , - 1LL elf/ ✓il/6 /7`,AA1 ✓ /14a6 V/$404-44-4 s-i(09Vr,$ /V41 4at.O.A0/ti'7' 7o Sit'I-OV7 . A. /AS iftyt—tray irArd, GlA7•4*r-/L.r .E, 4 /✓E f /77/�. Ai" 4414,4 A-e—G4o -1'✓/B/4./7'} key.rA 4FXiJ7/Mc 4944 tLdym L 4 -ieooM ✓ Awe Jyoet' - - 7`0 .b,a~.at (i) 4 4- ,1- e r.,/4 L £ 47 ov_ o, 4-14/ti-Aii" 1 �.Ii, J 6/ J✓ JAG av A a1/.st "tit_ s./.b >Y, /VOft/,�tr coif, >r/a 2 /0..0.6e 44- s/6iv ty€ '74 L/a6f rJs- . 6 Per 0i/6t M', 7>-314Ev Sheet Number(s): A O, of ,f O. / ,¢O. Z. / O ?:, ff - - // At- A., / "Cloud" or highlight all areas of revision including date of r vision Received the ece ed at City of Tukwila Permit Center by: Entered in TRAKiT on Gih-(//V C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 BROCOMM Page 1 of 2 Washington State Department Of Labor & Industries BROCOMM Owner or tradesperson HEMPSTEAD, KENNETH P Principals HEMPSTEAD, KENNETH P, PARTNER/MEMBER Doing business as BROCOMM WA UBI No. 603 343 578 Parent company BROCOMM LLC 2320 SUMMIT LAKE SHORE RD NW OLYMPIA, WA 98502 360-250-4953 THURSTON County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BROCO**862CJ Effective — expiration 02/11/2014— 02/11/2016 Bond American Contractors Indem CO Bond account no. 100240538 Received by L&I 02/11/2014 Insurance Security National Insurance Policy no. NA107534200 Received by L&I 02/11/2014 $12,000.00 Effective date 02/05/2014 Expiration date Until Canceled $1,000,000.00 Effective date 02/05/2014 Expiration date 02/05/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603343578&LIC=BROCO**862CJ&SAW= 08/29/2014