Loading...
HomeMy WebLinkAboutPermit D13-023 - FUSE NETWORKS - TENANT IMPROVEMENTFUSE NETWORKS 12628 INTERURBAN AV S D13-023 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0004800003 Address: 12628 INTERURBAN AV S TUKW Suite No: Project Name: FUSE NETWORKS Permit Number: D13-023 Issue Date: 02/15/2013 Permit Expires On: 08/14/2013 Owner: Name: GATEWAY OLYMPIA INC Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Contractor: Name: PRECISION BUILDERS INC Address: PO BOX 98609 , DES MOINES WA 98198-0609 Contractor License No: PRECIBI151C2 Lender: Name: Address: Phone: 206-433-8997 Phone: 206 878-2948 Expiration Date: 01/19/2014 DESCRIPTION OF WORK: INSTALL NEW OFFICE IMPROVEMENTS WITH NON-BEARING PARTITIONS, NEW RESTROOMS, NEW SUSPENDED CEILING W/INSULATION, NEW STOREFRONT WINDOWS. Value of Construction: $126,575.00 Fees Collected: $2,800.67 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0024 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-023 Printed: 02-15-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 2 -IS -13 I hereby 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 • erformance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: /54( (; Date: jam! This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-023 Printed: 02-15-2013 7: All construction shall be done in conform with the approved plans and the requireof the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 18: 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 nun) 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) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: 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) 21: 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, 4-3, 4-4) 22: 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) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC doc: IBC -7/10 D13-023 Printed: 02-15-2013 1008.1.8.1) 25: Exit hardware and marking shall meet thequirements of the International Fire Code. (Chapter 10) 26: 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) 27: 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 1011.5.1) 28: 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 1006.1, 1006.2, 1006.3) 29: 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. IIlumination 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. (IF'C 1006.4) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 33: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 34: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 35: 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 #2328) (IFC 104.2) 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: 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) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-023 Printed: 02-15-2013 CITY OF TU'ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building rmit No. - 3' 61.93 Project No. Date Application Accepted: Date Application Expires: o0/s v7*3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: aydek Scotto 3 Site Address: 12 0 °rj- 114192412a ki 0, Tenant Name: ,' l Suite Number: Floor: 1 PROPERTY OWNER Name: L,/ C : Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: rykoo Vicif Address: nu 1 Cityyatte„ State: NA • Zipiirt ZipI to Phone:ta_ tem/fax: V6./440%9 Email: Jkehie e d eh1.ea h, 60144 l GENERAL CONTRACTOR INFORMATION Company Name: rfr) Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H1Applications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7.12,doex Revised: February 2012 bh New Tenant: ..- Yes ❑.. No ARCHITECT OF RECORD Company Name:a`0 Mite/ jg ,, tii*- Architect Name: av tv 4:0 Address: I/ awbareoy city:yearce State::lit[KYR Ziprty Phone: �l,•d _1 p4 n4 Fax:leo .24 _ 81-309 "► Email: 4 Jf 6 c c e h le a roll, 60h4 ENGINEER OF RECORD Company Name: Kl L Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: .loirigco 111 143115e State: Zip: Page 1 of 4 aa a at NAL 'Vl\1aaAl AVll iVV.iJl^JO/U Valuation of Project (contractor's bid p : $ I ZCP 1 *ICI Existin�uilding Valuation: $ Hi Describe the scope of work (please provide detailed information): 1 Us t t^, kleW f 3C e tijiiz ve I' utz, i.61- l dpi ffii1.l0 1 i N Vestzect46, IOW *IrlEiveo Cett.b ict ( tteli 1 ezporolsr wow Will there be new rack storage? ❑ ....Yes -..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 449/141 42 Floor area of principal dwelling: Floor area of accessory dwelling: "'' *Provide documentation that shows that the principal principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: hW C}I6uci2 Compact: Handicap: Wi11 there be a change in use? 0 Yes - No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: •4t Sprinklers At Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes .+ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications''orms-Applications On Line \2012 Applicatiom\Pennit Application Revised - 2-7.12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor *t,/01 "' •/I Gam " 2nd Floor /!1 3`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): 449/141 42 Floor area of principal dwelling: Floor area of accessory dwelling: "'' *Provide documentation that shows that the principal principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: hW C}I6uci2 Compact: Handicap: Wi11 there be a change in use? 0 Yes - No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: •4t Sprinklers At Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes .+ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications''orms-Applications On Line \2012 Applicatiom\Pennit Application Revised - 2-7.12.docx Revised: February 2012 bh Page 2 of 4 [ PERMIT APPLICATION NOTES — Value of Construction — In all cases, a valuc 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 OWN Signature: Print Name: a'Li O 1'(J ZED AGENT: Mailing Address: MVP CA( H:\Applications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Date: til 1 Day Telephone: -433 - eic"ig-' City Vl�. State t140 Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0004800003 Permit Number: D 13-023 Address: 12628 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 01/18/2013 Applicant: FUSE NETWORKS Issue Date: 02/15/2013 Receipt No.: R13-01047 Payment Amount: $63.00 Initials: WER Payment Date: 03/14/2013 02:10 PM User ID: 1655 Balance: $0.00 Payee: PRECISION BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6396 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 o.:..4..A • 11.1 1 A 7!1 1 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0004800003 Permit Number: D13-023 Address: 12628 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 01/18/2013 Applicant: FUSE NETWORKS Issue Date: Receipt No.: R13-00829 Initials: WER User ID: 1655 Payment Amount: $1,699.15 Payment Date: 02/15/2013 11:38 AM Balance: $0.00 Payee: PRECISION BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6298 1,699.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,699.15 1,694.65 4.50 D.infn,• M_1A._9M1 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0004800003 Address: 12628 INTERURBAN AV S TUKW Suite No: Applicant: FUSE NETWORKS RECEIPT Permit Number: D13-023 Status: PENDING Applied Date: 01/18/2013 Issue Date: Receipt No.: R13-00455 Initials: User ID: LAW 1632 Payment Amount: $1,101.52 Payment Date: 01/18/2013 10:32 AM Balance: $1,699.15 Payee: DAVID E KEHLE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 035165 ACCOUNT ITEM LIST: Description 1,101.52 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,101.52 Total: $1,101.52 Printari• n1-1R-9n1� INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 7)13--01.-1 Proje vType j$ N i�wor _S o _I` spection: . t. . !✓J ; AIA .. v �()C7 Address: �"'j� 1 -e of Date Called: r (,, (j 1 Z� nO �^� Special Instructions: Date Wanted:. .r� - a.m. ,�.. .t? p.m. Requester: Phone ld --31k- k'_."� Approved per applicable codes. El Corrections required -prior to approval. COMMENTS: Inspector: n REINSPECTION FEE ROQUIRED. Prior to xt inspection;:,fee must be --paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 14, 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 Di 3-013 Project: Type of Inspection: Address: to -Gr -P-) 5t;4t7_1k64V Date Called: c_-LAZsP4fes-CMo-61^'i1$s Special Instructions: DateWanted: ? a jr 4-1 ! /*//// p.m. Requester: Phone No: r a04.-39 -i 3 0 ❑ Approved per applicable codes. Corrections required prior to approval. E COMMENTS: p .s, � >--/_ �1 �- /n (.12-i. /A/ 6 T,J s u / , -- C> Bloc) y )6ZAZ/A, 6 - , ®,-,-e,c z, hi, 'Ai,` /t1;it/wec- D'Y f :;s1/ 4v-..4%, toWnp4 (C -f / S - (^/09‹ 4, roved ..'7!6 ,9---/cY -'1 ,,W EINSPECTION FEF REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: /3 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 DI -0 2..3 Project,;--- ZJ £ Aid Lk) di-kJW Type of Inspe tion:____ `,,, fit-'(A.�./L S ( -r o Address Z� y� �'f � 2 1 J 1 �tl Date Called: Special Instruc ns: Aft' } CO- / ,n �) Y I2; 4v00, 4'1 r /4(.J G' l , , Date Wanted _�s ...8 ca P. m. Requester: Phone:6-391(0 -iS.,,'O Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector?! Date3,.-2i 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. I) 13 .L -e2.3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:-* J ! (� .3�' I�- w ^� Type Ans;ectiQ 1 ; � l/ l A- ( sA IN A--( \ � Address: L-4 2 efuiM- Date Called: v Special Instructions: - Date Wante3--,z2.....,.. -- L ��,� i 3 a.m Requester: Phone N , `. 3q c —t 53 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .r,V-1,7t //e/J A Inspector* Date 3-7-2,- /3 I I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. •: INSPECTION RECORD Retain a copy with permit #1-3 -0Z3 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: - c 414 Qti4'Wry K� Type of Inspection: / F24 i0G-ct,cp.-4-,(6 Address: t {o.�8 Tt i<0.(AAA(Li Date Called: Special Instructions: ` Date Wanted:.m '3 " )C1 1 `5 m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: lt� 1 l� r `2 A 1r`1.11 — A p R •""I'" 1G 1G1c,6>4-+JG(¢ Oe: : i,ed4 r0 (tee i (A Date: 3 IS— r3 REI SECTION FEE REQUIRED. Prior to ne/t inspection. fee must be paid .1a 6300.Southcenter Blvd Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/3 -o23 OC -7 �2 s- oS.S- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: T pe of Inspection: Address: ) a 6 �s Suite #: ..1-S Contact Person: Special Instructions: Occupancy Type: Phone No.: roved per applicable codes. Corrections required prior to approval. COMMENTS: c7A- "kJ — o 0 6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ‘k c,L.,,2r-_____, Date: 19/ 3/(3 Hrs.: ( ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City.of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - s- o Di - L a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje ..—. 3r.- (S -e N w o,Q--r(... Tye f Inspection: r co '�- " Address: 1�a 0 �--yO. Suite#: n� Contact Person: Special Instructions: Phone No.: approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: - J Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: \ . Occupancy Type: Inspector: 42L-.. ,--.2)-. ,S 1--. Date: 3 I2 1 / 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION .NUMBER INSPECTION RECORD Retain a copy with permit r)/ - O 3 PERMIT NUMBERS NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project -)-(&C .0 N d V oMie---- Type of Inspection: `3 P eovi-fT Address: 0.6 95 Suite #: _or.5 Contact Person: Special Instructions:: s P Phone No.: Approved per applicable.codes. Corrections required prior to approval. COMMENTS: • _ Fire Alarm: 6). 10443#4. Arl--i•.5,5 --t--o j .fit ck)-&-s c'cJ—er— t a <( Monitor: bD s P coo er fi t _ t,t-v m . 3c)'e 6 // cv 0044 _,T D_._ _ E0 .L.= _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 69k 5a-- Date: ?)/y/ 1 3 Hrs.:_ 1-. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 LIMITING HEIGHT The data recorded from the tested pISe'mblies was normalized for dimensional differences; thicknesses measuring differently than 30 mil base metal thickness and yield strength differing from a minimum yield of 33 ksi. ttrie FILE COPY Permit No. The limiting heights shown in Table 1 are based on a minimum yield stress of 33 ksi. The section properties used for normalizing the calculated flexural stress and web crippling, was based on the 1996 American Iron and Steel Institute's "Specification for Designing Cold -Formed Steel Members." TABLE 1 MAXIMUM STUD HEIGHT 1.2' 3 Stud Size Frame Spacing (in) o.c. 5 psf 75 psf 10 psf L/120 L/240 LJ360 L/120 L/240 L/360 1J120 , U240 L/360 162S125-30 12 12' 5" 9' 11" - 10' 10" - - 9' 11" - - 162S125-30 16 11' 6" 9' 2" - 10' 1" - - 9' 2" - - 162S125-30 24 10' 5" 8' 3" - 9' 2" - - 8' 3" - - 250S125-30 12 16' 8" 13` 2" 11' 6" 14' 7" 11' 6" 10' 0" 13' 2" 10' 5" 9' 1" 250S125-30 16 15' 4" ' 12' 1" 10' 6" 13' 4" 10' 6" 9' 2" 12' 1" 9' 6" ' 8' 4" 2505125-30 24 13' 9" 10'.9" 9' 4" 11'11" 9' 4" 8`1" 10' 9" 8' 6" 7' 4" 350S125-304 12 21' 8" 17' 1" 14' 10" 18' 11" 14' 10" 12' 10" 17' 1" 13' 5" 11' 8" 350S125-304 16 19' 11" 15' 8" 13' 7" 17' 5" 13' 7" 11' 9" 15' 8" 12' 3" 10' 7" 350S125-304 24 17' 9" 14' 0" 12' 0" 15' 6" 12' 0" 10' 5" 14' 0" 10' 10" 9' 4" 400S125-30 12 24' 0" 19' 0" 16' 6" 20' 11" 16' 6" 14' 4" 19' 0" 14' 11" 12' 11" 400S125-30 16 22' 0" 17' 6" 15' 2" 19' 3" 15' 2" 13' 1" 17' 6" 13' 8" 11' 10" 400S125-30 24 19' 8" 15' 7" 13' 5" 17' 1"f 13' 5" 11' 7" : 14' 9"f 12' 1" 10' 5" 600S125-30 12 32' 1" 25' 6" 22' 3" 28' 0" 22' 3" 19' 5" 24' 7"f 20' 3" 17' 6" 600S125-30 16 29' 2" 23' 2" 20' 3" 24' 9"f 20' 3" 17' 8" 21' 5"f 18' 4" 15' 10" 600S125-30 24 25' 1"f 20' 3" 17' 8" 20' 6"f 17' 8" 15' 5" 17' 9"f 16' 0" 13' 8" f Flexural stress controls allowable height. Based on tests conducted with Yz" gypsum board attached with screws spaced 12 in o.c. to framing members. Maximum stud heights also applicable to walls sheathed with gypsum board greater than '/z" thick and multiple layout of gypsum. Runner track flanges need not be fastened to stud flanges except at doorjambs, window frames, partition intersections, and corners. " Also applicable to 3-5/8"stud depth 3625125-30. REVISION NOIJ The technical data provided in this publication should not constitute any representation or warranty expressed or implied, on the part of SSMA or any individual, that the information is suitable for any ...�-- enerabor specific application. Any individual or entity making use of the information contained herein REVIEWED %'es }ll risk andliability arising or resulting from such usc. CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION C Copyright 2001 by the Steel Stud Manufacturers Association Page 2 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope. Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential -Project Info Project Address f u%l`Ft�� i luk1-Cttzums L t Applicant Name: av ir.) NH. Applicant Address: 111 e embi g 2 `A ' l ie ' 11 Applicant Phone: 941- Fverimpou P' - Cly Project Description ❑ New Building ❑ Addition $ Alteration [Compliance Option 0 Prescriptive 4,Component Performance (See Decision Flowchart (over) for qualifications) Occupancy Group 0 Nonresidential 0 Multifamily Residential Climate Zone 10 Climate Zone 1 0 Climate Zone 2 ( See Fenestration Area Calculation Total Fenestration Electronic version: these values are automat( (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area 4-5. 'veto 41/ Semi—Heated Pathno 0 yes Allowable if project meets all requirements as defined in section 1310.2 calculated separately from other conditioned spaces. Limited to reduces and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Roofs - Metal Building Roofs - Single Rafter 03 F Roofs - Attic and All Others CO Walls - Mass Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other /LI Floors - Mass Floors • Steel Joist c BUf I Floors - Wood Framed and Other Maximum F -factors Slabs -on -Grade - Unheated O S+ Slabs -on -Grade - Heated Notes: Envelope Requirements Vertical Fenestration Non -Metal Frame tEVIEWED FOR DE COMPLIAN( APPROVED FEB 0 4 2013 ity of Tukwila DING DIVISIO tal Frame E trance Door ghts - Without Curb Sk lights - With Curb 0 WSE( ally t. . Only walli que Doors - Swinging G,,47 0 que Doors - Non-Swir v rtical Fenestration on -North North Skylights RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential - Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Option. All components must meet the stated requireme Climate Zone Climate Zone 1 Cli Occupancy Group Nonresidential Residential, Other than Single -Family Nonresidential Opaque Elements Insulation Min. R -Value Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. Metal Building R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls Single -Rafter R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R -4S Walls, Above grade Mass R.-5.7 c.i. 1 R-11.4 c.i.' R-7.6 c.i. Metal Building R-13 + R-7.5 c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. Wood Framed and Other R-21 R-1 3 + R- 6 c.i. R-13 + R-7.5 c.i., R-21 + R-2.5 c.i. Below Grade Wall Same as above grade Same Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38 + R-4 c.i. R-38 + R-4 c.i. R-38 + R-4 c.i. Wood Framed and Other R-30 R-30 R-30 Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 24 in. (wi thermal break) Heated R-10 c.i.(with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with then break) Opaque Doors Maximum U -Factor Swinging U-0.600 U-0.400 U-0.600 Non -Swinging U-0.600 U-0.400 U-0.600 Fenestration 0-40% of Wall Assembly Maximum U -factor (NFRC Rate Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U -0.4p0 Entrance doors U-0.60 U-0.60 U-0.60 Skylights Without curb (i.e. sloped U-0.50 U-0.50 U-0.50 With curb (i.e. individual unit U-0.60 U-0.60 U-0.60 Fenestration 0-40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLU' permanent PF > 0.5C west, south, east Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 e following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 incl vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum thermf in/h• ft2 •'F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifanlil Buildinq..Permit Plans Checklist ENV -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address 11,10 747 i WM42151444 i l IDate d111-1113 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability l Code t (yes,no,na)ISectionlComponent (Information Required GENERAL REQUIREMENTS (Sections 1301-1314) I"Ir 1301 Scope Unconditioned spaces identified on plans if allowed Semi -heated spaces Semi -heated spaces identified on plans if allowed Cold Storage / refrigerate All refrigerated spaces identified on plans. ENV-RFG completed. Insulation -1 1310.2 1310.3 1311 1' 44, 1311.1 1311.2 1311.3 1311.4 1311.5 1311.6 General installation Roof /ceiling insul. Wall insulation Location Building Department on Plans I Notes Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts i'` 1 Z Floor insulation Slab -on -grade floor Radiant floor 1312 1312.1 1312.2 1313 Glazing and doors U -factors SHGC & SC Moisture control Indicate R -value and framing material on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation Is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores end bond beams as necessary Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents. Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official —r Z Provide calculation of vertical and overhead glazing area as percent of gross wall area Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low -e coatings, gas filling Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area -weighted calculations by orientation as necessary) T.2 - 1312.2 .L TZ 1313.1 1313.2 Vapor retarders Roof/ceiling vap.ret. 4 At- 1313.3 Wall vapor retarder Indicate vapor retarders applied to warm side of insulation Indicate vapor retarder on roof section; or list exception Indicate vap. retard. with sealed seams for non -wood structure Indicate vapor retarder on wall section 1313.4 1313.5 1314 Floor vapor retarder Crawl space vap. ret. Air leakage 1314.1 Bldg. envel. sealin Indicate vapor retarder on floor section 'C2 TZ Indicate required grade ground cover with required overlapping. Indicate sealin . 1••••.•a vnp,m�auVO. 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products T'2 ,Z1314.3 1314.3Assemb. as ducts Indicate sealing, caulking and gasketing - "l( 1314.4 Recessed Lighting Fixtun Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling ¶ Z 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm/ft2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE JSections 1320-1323) ENV -SUM Form Completed end attached. 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken 'r,L COMPONENT PERFORMANCE (Sections 1330-1338) If "no" a shown few wnv ENV -SUM, ENV -UA, & ENV-SHGC Forms mealier, ......id., ......1..__.,__. Completed and attached. . 1••••.•a vnp,m�auVO. 2009 Washington State Energy Code Compliance Forms for Nonresidential Envelope UA Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address ISu, Z a IMUatil 1,\►E `b - and Multifamily Occupancy Group '% Nonresidential 0 Multifamily residential Clear Climate Zone ,,!, Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 14.0o Max. Target: Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: U -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembl ID & • a e/plan # for each bid • . element R= ID: 8 R= ID: R= ID: 0 0 0 it v m 7 m O m 0 m 0 8 N H m 2 oy 0 e (0 Ci n 0 u. 2 2 m cn R= R= R= Date 0111111 ENV -UA Revised December 2010 For Building Department Use Proposed UA U -factor x Area (A = UA (U x A; Target UA U -factor x Area A = UA U x A Above Deck Insulation set occ. ID: ID: ID: R= #094, ID: { j1T G41 act R= ID: R= ID: R= ZI R= R= R= R= R= R= R= R= R= R= R= ID: f(IP ID: ID: ID: ID: ID: ID: ID: ID: ID: ID: ID: Uel Metal: Building set occ b.OZ ofoci IDI, P.b21fi I tae 1 0I.W Single raft; attic, other ` set occ. :: Proposed assembly U -factor from Tables 10-5 thru 10-58 R= R= R= ID: ID: ID: to .0g- Filo ; l:�q•� Proposed assembly U -factor from Tables 10-5 thru 10-5B. Do NOT use Table 10-1. U4;', ID: Nzfp U= ID: U= ID: R= R= R= m R= ib t R= d R= R= R= ID: ID: ID: ID: ID: ID: ID: ID: b- o c I Ic/10 Steel frame/metatbldg .set occ b.o I "Mo I M Wood Frame, other set occ. Assumed to be Mass Wall .set occ. or5ol 4-Z 2T F -factor I x Perimeter 1= UA(U x A) 6•54 I ( I 7440 0,7VI le;. iy.Iq Proposed assembly F -factors can use the unheated values in Table 10-2 o,/eo 1 42- I Zyr2 F -factor x Perimeter = UA (U x A) 6.54' 1 244 1 13142 Heated Slab -On -Grade : set occ. `Zone 1 CMU walls meeting Table 13-1 Footnote 1 can be entered Area UA with U value of 0.15 rather than Table 10-5b values. Plans must Page 1 MParly ctetP fnntnntp rPnirirpmAnts Subtotal l 71704'1 4L- ..b 4 Area UA 17r+ d-zI.4Z 2009 Washington State Ener!y Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. ENV -UA Project Address 1,ZtpUb 11.1M211 640 ,kW& - ;.,;: 1(14,z. Date I�'17 4L1.4a Fenestration Area as % gross exterior wall area Max. Target: For Building g Dep ent Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby (combined fromo onr4 nlosinn noAnrmonrol See the ENV -CHK worksheet for example of how to complete the rows on this form. Building . -. Component Provide assembly ID & page/plan # for each bldg. element U -factor Proposed UA x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) Vertical Fenestration Metal Frarr U=0,-/ ID: e2 ,3-1 U= ID: U= ID: U= ID: b -1P1 i J 4S°o I Vag., i I 0440 I 4t816 119,2.— Metal Frame setocc. t Z -. U= ID: U= ID: U= ID: U= ID: i Non -Metal Frame set,occ. JMtI entrance U= ID: U= ID: U= ID: U= ID: ' I J Metal Entance Door set occ q , v Z U= ID: U= ID: U= ID: U= ID: � i j Without Curb set occ x { L U= ID: U= ID: U= ID: i Including. Curb .: set occ. Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA ,,ii�� "�06 I I°OO,Pio 170e- I 42. bi blg2 Area UA 4; 1(14,z. iio4- 4L1.4a bIaZ telfo,C 2. “► Element: Dem SKETCH OF ELEMENT Note: Make copies of this form for .every building elernent. Framing Ratio ( if applicable) s • - • Material Thickness Inches R/In Thickness R Value Solid R value Cavity a,rt 0e Aa Nei . I1 , \ 1„. p. ,0 t'vh illN b. -7`,. V.-21 ,07 Ib.z 1w bui. • lo! • . Summation R Values W '” . U=1/R b•D� U Vt'.0 for Element (Avg.) = Area of Element' • Area of Element Is net area after openings such as doors, t4ndows and skylights have been subtracted. "► Element:'V 1i4 1? SKETCH OF ELEMENT Note: Make copies of this Corm for every building element. FaM1 Framing Ratio ( if applicable) A)►r•tic. • Material Thickness Inches R/In Thickness R Value Solid R value Cavity IN4"rtt,� 'y �•L 1.8� .11511* A. N4 •Cil Summation R Values 41`I U = 1/R d U Value for Element (Avg.) _ Area of Element* t Area of Eternent is net area after openings such as doors, windows and skylights have been subbacted. A11 \WK ' _._01 101 VitIWO OD ,tic rum- . t(7.maw 0906061002_. WA A 9r ' 244 2,c) r✓ '"1 �xlo� &Nn 21 Ro Tio, 4 SOI 4.� ��' Liu 61hrteo ; 10' Vbi `'ba 017% _ i4 -i 2 14/r. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential LTG -INT Interior, Lighting Summary Revised November 2010 zone wasningwn craze Proj ect .Info cuwyy uuc ..u.neua.a... Project Address ,,.,.,0 .... ....................... ....................... ..__.__.. _. 711/...... OeNi0 Date oil Iill2 Allowed x Area it Z' 1141Eta ,i, ,1 Jae 0,, For Building Department Use ""''r T751'1, 51'I I-1 9i li Vol- I'L Uo e et,G Applicant Name: "'PN 10 ate- / ai tT' 3r Applicant Address: i1 i� wig.piztw `' irtk, , (s , `1) i i LO W [ Applicant Phone: / )Co c .5 .. eAl, 1w10 -2 &013 x 11.0\1� bbl c1'Uez 'q, 2x4 rl.uboRWLsr Pans Inclu E r, 9j ire nts. .1- Project Description ❑ New Building [] Addition i Alteration P 1513 for controls a feommissiooningreq Refer to WSEC Section� Compliance OptionII 0 Prescriptive 40 Lighting Power Allowance 0 Systems Analysis — (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) " gram Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed 0 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Wattage l�lµAaaa-�+-a• . a...- Location (floor #) .. — �- --0-- - V Occupancy Description Allowed Allowed Wattsyer ft2** Vross Interior Area in ft2 Allowed x Area Watts/ Fixture Watts Proposed T751'1, 51'I I-1 9i li Vol- I'L Uo e et,G 11 t7 (`PO 9, 78 PO -1Z(9 1w10 -2 &013 x 11.0\1� bbl c1'Uez 'q, 2x4 rl.uboRWLsr IC 11 .1- " gram Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts A(ff)il 1 1 VFU I a..,ab b • - `-----0` Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed T751'1, 51'I I-1 9i li Vol- I'L Uo e et,G 11 t7 (`PO 9, 78 PO -1Z(9 1w10 -2 &013 x 11.0\1� bbl c1'Uez 'q, 2x4 rl.uboRWLsr IC 11 .1- NIMIIII REVIEWED FOB CODE COMPLIAIti CE APPROVED FEB 0 4 2013 Total Proposed Watts may not excr T e r or Total Proposed Watts LG Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp 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. 2. 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 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable. the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER 2009 Washin•ton State Ener Code Com fiance Form for Nonresidential and Multifamil Residential Lighting, Motor, 2009 Washingt•n State Energy and Transformer Permit Plans Checklist Code Compliance Forms for Nonresidential and Multifamily Residential LTG -CHK Revised November 2010 Project:Address I V Q IureeklV (34 ,E‘2) ratee I it . The following information is in the 2009 Washington State necessary to check a perrnit application for compliance with the lighting, motor, and Nonresidential Energy Code. transformer requirements Applicability (yes, no, n.a.) Code Section Component I Information Required Location on Plans 1 Building Department II Notes LIGHTING CONTROLS (Section 1513) 1 1513.1 Local control/access Schedule with type, indicate locations I"- 2 - LfLf 1513.2 Area controls Maximum limit per switch -ra, 1513.3 Daylight zone control Schedule with type and features, indicate locations 12 glazing Indicate vertical glazing on plans -r-2- Zl4vertical . 1.4. overhead glazing Indicate overhead glazing on plans - 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location —.—, (b) photocell. Indicate location 1513.6 Inter. auto shut-off indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls -✓ 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS Section 1514) watts Indicate watts for each exit sign 1514 1Max. LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 146Sc 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) 1540 'Transformers indicate size and efficiency 1 J If "no" is circled for any question, provide explanation: . Pig S • kehle architect .04A1 February 26, 2013 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Plans Examiner Re Fuse Networks 12640 Interurban Ave So D13-023 Dear Examiner, The owner and contractor have requested some changes to the permit drawings. The changes have been clouded and flagged with revision 2 dated 02-21-13. They are as follows: T-2 moved offices 10 and 11 to align with other offices: added window to office 3; changed door configuration and windows at exterior door 2; changed wall type 5 to rigid insulation on concrete then steel stud with insulation; changed flooring in entry, halls; added the pathway on floor plan and added pathway note; changed demising wall to 6" x 20 ga (wall type 4)(attached stud sheet); changed lunch cabinet to North wall (impacts sheet T-0). T-3 Modified the insulation for the new office envelope and left the existing roof insulation alone. I don't think these impacts any code issues so review should be simple. Call with any questions. David Kehle Enclosure: 2 sets of revised drawings Stud wall chart Cc: Mr. Greg Coleman 0225/fuse networks city rev letter 02-26-13 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED CITY OF TUKWILA FEB 2 6 2013 PERMIT CENTER (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com •PERMIT COORD COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-023 DATE: 02/26/13 PROJECT NAME: FUSE NETWORKS SITE ADDRESS: 12640 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Pa D2.90 Building Division NI Public Works ❑ CN 03'01),t3 Fire Prevention Structural Planning Division El ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete DUE DATE: 02/28/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 03/28/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 'EH* T CO C PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-023 DATE: 01-17-13 PROJECT NAME: FUSE NETWORKS SITE ADDRESS: 12628 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: oaAhBulking Divisio � 01.3 �i3 �n/1 .I-/-2-13 Fir"ePrevention ® Planning Division Public Works II Structural n Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-22-13 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: �-- Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-19-13 Approved n Approved with Conditions K Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • • PROJECT NAME: PERMIT NO: �� D? -3 SITE ADDRESS: Mit-1t0 ii -VT -J ifV A4 ORIGINAL ISSUE DATE: 62-Itc �3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIAS t w -19-t; It, 1-c-.....- 3- 1Li-is- vo& Summary of Revision: 'j '1C;Q?' (N K U??' CE Ll \-1 Oir ti-) ,Ir -4t i.J - W kU 'i n00 A t Citi -Cr 1(;E NU 1NCjikUck11;* :, ITL Received by: Lii¢iz n,ti AtL r( REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (244011, ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building inspector or Plans Examiner Plan Check/Permit Number: ✓ t Project Name: Project Address: Contact Person: 4C601 Summary of Revision: Et �bcr�o te✓ I�lf Ork Phone Number: 43 A CfCtl— RECC TIENEp MITV LA 6 2013 PERMIT CENTER Sheet Number(s): TO/ 1Z rt-;: C:✓'A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit ICgent r by: Entered in Permits Plus on 7 \applications\forms-applications on line'revision submittal Created: 5-13-2004 Revised: Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PRECISION BUILDERS INC UBI No. 600553713 Phone 2068782948 Status Active Address Po Box 98609 License No. PRECIBI151C2 Suite/Apt. License Type Construction Contractor City Des Moines Effective Date 2/22/1985 State WA Expiration Date 1/19/2014 Zip 981980609 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTCBI133M3 WEST COAST BUILDERS INC Construction Contractor General Unused 7/23/1987 6/1/1989 Archived PRECIB`163BR PRECISION BUILDERS Construction Contractor General Unused 1/19/1984 1/19/1986 Archived Business Owner Information Name Role Effective Date Expiration Date SANBURN, SCOT DEAN President 02/22/1985 Amount SANBORN, ELIZABETH ANNE Secretary 12/16/2011 BKW135374707607/15/2012 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS INS CO 415171C 01/19/2002 Until Cancelled $12,000.00 01/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 20 Ohio Cas Ins Co BKW135374707607/15/2012 07/15/2013 $1,000,000.0007/10/2012 19 Ohio Cas Ins Co BKW125374707607/15/2011 07/15/2012 $1,000,000.0007/07/2011 18 0010 CAS INS BL01053747076 07/15/2010 07/15/2011 $1,000,000.00 07/13/2010 17 0010 CABINS BL01053747076 07/15/2009 07/15/2010 $1,000,000.00 06/23/2009 16 0010 CABINS BL053747076 07/15/2008 07/15/2009 $1,000,000.00 07/11/2008 15 0010 CAS INS 53646587 07/15/2007 07/15/2008 • $1,000,000.00 07/17/2007 14 PROBUILDERS SPECIALTY INSURANC LAM5005190 07/15/2006 07/15/2007 $1,000,000.00 07/14/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period httns .//fnrtress.wa. gov/ln i /hhin/Print_asnx 02/15/2013 OFFICE 12'X10' [I° RR ,SDA REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 RECEPTION RECEIVED CITY OF TUKWILA FEB 262013 PERMIT CENTER N O) 0) c0 00 1 M �tpp II' 01 CO vv ZLa OLI_ oz CI)o w� pi� z cn c4) 0:1 zw wa w w z w F7)10 Cb z� za cr.:1 T-1 11Wkst-4ldocuments\CAD1200210225 RREEFI Tenant Improvements\Tukwila Commerce Park1BLDG C\FUSE NETWORKS 01-09-131REV 02-21-131T-1 RI r)( ( riwn T.1 nvmoes 1 ')IJW1)1140 n.no.nn ARA 1 PROVIDE BATTERY ACKUP EXTERIOR LIGHT AT DOOR 8' DEEP PRIMARY DYLIGNT Z NEW SUSPENDED ACOUSTICAL CEILING, 2X4 WITH SECOND LOOK TILES, R-38 INSULATION ON TOP WITH IC RATED FLUORESCENT FIXTURES �DEEP PRIMARY DAYLIGHT Z x A A PROVIDE BATTERY BACKUP EXTERIOR LIGHT AT DOOR ›4‹ >z< PW 1>< u. UJ EXHAUST F DIRECTED TO OUTSIDE NEW TWO BULB WALL EITD Fl TURE DOOR SCHEDULE (ALL HARDWARE TO BE LEVER HANDLE) 2. SAME AS 1 ABOVE EXCEPT WITH PANIC EXIT BAR, NO OUTSIDE HARDWARE 12,14 1/2 PAIR EXITTS, LATCHSET, WALL STOP, SILENCERS. IBUTTS, LOCKSET (oFFIcE FUNCTION), WALL STOP, SILENCERS. IBUTTS (HINGE CLOSER), PRIVACY LOCK, WALL STOP, SILENCERS OFFICE LOAD 5,069 SF /100 = 51 OCCUPANTS TUJO EXITS, PATHWAY LIGHTING REQUIRED REMOVE EXISTING STOREFRONT AND REPLACE WITH NEW STOREFRONT 11 NEW PAIR 31-0"XT-0" S.C. UJOOD (STAIN), WOOD JAMB (STAIN), 3 PAIR IBUTTS, LOCKSET ON ,4CTIVE LEAF, CLOSER ON ACTIVE LEAF, FLUSH BOLTS ON INACTIVE LEAF (IBC 1008.1.9A2, 3,44), THRESHOLD M,4X 1/2", WALL STOP, WE,4THERSTRIP (U=0.50) 1822 EXISTING 10'XIT OVER.HEAD DOOR 20 REMOVE EXISTING GLAZING AND RE INSTALL OVERHEAD DOOR 21 EX. EXTERIOR HOI_LOW METAL. DOOR WITH HOLLOW METAL FR4ME, CI-1ANGE HARDWARE TO LEVER HANDLE LOCK (INSIDE HANDLE TURNS FREELY FOR EXIT), M,4X. 1/2" THRESHOLD, WEATHERSTIRIP • t>.(i Piu NEW GYP BD CEILING STUD AT 24" 0.C. WITH GYP IBD AND R-38 INSULATION m INTERIOR °RICE PARTITIONS: 3 1/2" X 25 GA STEEL STUD AT 24" 0.C. WITH SOUND INSULA,TION To CEILING ABOVE, 5/8" GYP BD EACH SIDE 1>< ><- .1111111.6 RESTROOM WALLS: 3 I/2" X 20 GA STEEL STUD AT 24" 0.C., SoUND INSULATE, 5/8" GYP BD EACI-1 SIPE (WATERPROOF INSIDE RR), TO GYP E3D CEILING AND TO 6" Al5OVE SUSPENDED CEILING COMMON RR: 8" TRACK WITH STAGGERED 3 1/2" x 20 GA STEEL STUD AT 24" 0.C., SOUND INSULATE 5/8" GYP BD EACH SIDE (WATERPROOF), TO GYP BD CEILING ABOVE FULL HEIGHT WALL 6"X20 GA. STEEL STUD AT 24" 0.C. FULL HEIGHT TO R. • CUTRE WITH DEFLECTION EI EXTERIOR FURRING: R 1.5 RIGID coNTINUoUS INSULATIoN GLED TO CONCRETE, 3 5/8" STEEL STUDS AT 24" 0.C. TO 611A8OvE SLOP. CEILING, R -I3 BATT INSULATION, VAPOR BARRIER ON UJARM SIDE WITH 5/8" GYF' BD (DEFAULT U TV (VERIFY LOCATION) AND AT WHITE BOARD. OFFICE 12'X12' pAou j130EvER FloidELILEIN: 5FyOR EACI-1 PI- DA1 TA 11 169.)1s(IgilF EXIT PATI-ILUAY 2 TUBE X 4' SI -10P LIGHTS MOUNTED AT PLUS 8' AFF UJALL TO ROOF STRUCTURE (TYPE 4) ID s es Ills EXPOSED ROOF STRUCTURE ADD NEW R-38 INSUL,4TION WITHIN UJOOD ROOF STRUCTUIRE WITH FS 25 FACING NEW T-8 FLUORESCENT HIGH EFFICIENCY LIGHTS TO MAX ENERGY FLOOR : CARPET ( ALT CARPET TILES) BASE : 6" RUBBER BASE WALL : GYP. I9D. PAINTED (EE) CEILING : SLISP. ACOUSTICAL CEILING TILE a'-ar AFF. 15,16 FLOOR : SHEET VINYL BASE : SHEET VINYL BASE tUALL : GYP. BD. PAINTED (SGE) WI WAINSCOT CEILING : GYP BD PAINTED (SGE)+01 AFF 15 FLOOR : SEAI-ED CONCRETE BASE : NONE LU 0 a. 0 11, iu DRAWN BY aa co AmommommiTir& gt (no co co io CO co co o VAa REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 Lej 4.0 NEW DEMISING WALL FULL. HEIGHT SEE DETAIL SIM 7-3 2,4,9 FLOOR : LAMINATE WOOD BASE : 6" RussER BASE alLING SUSP. ACOUSTICAL CEILING TILE 491-0" AFF. FLOOR PLAN: FUSE SCALE: 1014-0" 11.11 NEW EXTERIOR TI-IERMAL BROKEN BRONZE ANODIZED ALUMINUM FRAMES WITH I" INSUL,4TED GLAZING UJITH LOW e COATING (0.01), ARGON FILLED (U=0.31X6MALL BUSINESS TABLE 10-6E3, DOUBLE LOWe) (SAFETY GLAZING PER CODE ADJACENT TO DOOR AND BOTTOM PANEL) GLAZING WITHIN 2' OF DOOR) LIGHTING CALCULATIONS: NE EXTE 10 HE AL BROKEN BRONZE ANODIZED ALUMINUM FR4MES WITH 1" INSULATED GLAZING WITH LOW e COATING (0.01), ARAGON FILLED EXISTING UJAREHOUSEE LIGHTING MAX 0.5 UJATTS PER 5.F. 2,624 SF / 500 = 5 OCCUPANTS SINGLE EXIT, NO PATHW,4Y LIGHTING REQUIRED ADD R-38 INSULATION IN ROOF ASSEMBLY FLOOR PLAN: FUSE NETWORKS OFFICE AREA: 5,069 5F 091 WATTS PER SF = 4,613 WATTS WAREHOUSE : 2,624 5F * 0.8 UJATTS PER 5F = 1,312 WATTS OFFICE: 2'X4' 3 TUBE T-8 FLUORESCENT WITH ELECTRONIC BALLASTS 688 WATTS PER FIXTURE 43 X 88 = 3,184 WATTS INST,4LLED (IC RATED) (PATHWAY WITH BATTERY !BACKUP pw) 2'X4' 2 TUBE T-8 FLUORESCENT FIXTURES 66 UJATTS PER FIXTURE, 11 X 66 = 126 WATTS 2 BULB WALL MTD FIXTURES IN RR = 40 WATTS PER FIXTURE X 2 = 80 UJATTS TOT,41_ WATTS INSTALLED: 4,590 UJATTS ILLUMINATED EXIT SIGN U1/ PATHWAY LIGHT AND BAT1ERY BACK UP (E 2 EXISTING) WALL MOUNTED PATHWAY LIGHTING 11.1/ BATTERY 15ACK UP EXISTING WALL. NEW STEEL STUD WALL PER SCHEDULE NEW LIGHT 3 TUBE, (2 IS 2 TUBE) (PW.PATI-IWAY LIGI-IT WITH BATTERY BACK UP Ic RATED NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT 18 AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT CF 0.1 FOOT-CANDLE MEA.SURED ALONG THE PATH OF EGRESS AT FLOOR LE4L. ILLUMINATION LEVELS SHALL HE PERMITED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT CF 0.06 FOOT-CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMTY RATIO CF 40 TO I SHALL NOT BE EXCE D. HEAT IS VIA GAS, NO ELECTRIC HEAT ALLOWED PROVIDE VAPOR ON ALL WALL TO THE WARM SIDE CAULK AND SEAL ALL OPENINGS TO OUTSIDE OR UNNEAlED SPACES INCLUDING WEAT4ER-STRIPPING AT ALL EXTERIOR DOORS. MAXINUM ALLOWABLE LOAD FOR SWITCI-1 IS 80% OF 20 AMP CIRCUIT. P1ROVIDE DUAL LEVEL SWITC1-111•* IN ALL ROOMS ADJACENT TO EXTERIOR WINDOWS g Pool 0 11Wicst-4\documents\CAD1200210225 RREEM_Tenant Improvernentsgulcwila Commerce Park\BLDG C1FUSE NETWORKS 01-09-131RFV 09-91-1f411'..1 RI nn Aura T-9 CI flf11:3 Di \---SGE PAINT 40" /—\ 54" VERTICAL GRAS BAR or TOILEt PAPER PLASTIC LAMINATE WAINSCOAT 2 BULB LIGHT BAR FULL WIDI4T MIRROR TO BACKSPLASH 0 SGE PAINT GRAB BAR COVED SHEET VINYL BASE INTERIOR ELEVATION SCALE:I/2" - 11-01" P Jr SPACER BAR OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART Mk AT UN -ATTACHED WALLS X MIN. 2" t/�4LL ANGLE NOTE: ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) AT TWO ADJACENT WALLS vIA POP RIVETS. 4 012 GA. WIRES WITHIN 2" CF CROSS TEE CONNECTION ARRANGED AT 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45'. LOCATE RESTRAINT PANELS AT 12' O.C. IN EACH DIRECTION AND WITHIN 6' OF EACH WALL. 18" 24" 18" `PLASTIC LAMINATE WAINSCOAT -7/ FLUSH HANDLE ON OPEN SIDE INSULATED H0T4 COLD WASTE PIPE INTERIOR ELEVATION NOTE: SUSPENSION WIRES TO BE 12 GAGE AT 4' O.C. W/ ATTACHMENT DEVICES CAPABLE OF SUPPORTING 100 POUNDS. HANGER 4 PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED NOTES: 1) MAIN BEAMS TEES AND CROSS TEES MUST BE HEAVY DUTY W/ CONNECTION STRENGTHS OF 100 POUNDS IN COMPRESSION 4 TENSION. 2) CEILING AREAS GREATER THAN 1000 SF MUST I-IAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT TO LESS THAN 1/4" AT POINT OF ATTACHMENT. RESTRAINED CEILING DETAILS (MEETS IBC 2009 SEC 808 AND ASTM C 635 ASTM C 636' SCALE TI TILT -UP CO► P EL EXISTING ROOFING OVER R-18 RIGI INSULATION OVER 1/2" PLYWOOD EXISTING SOFFIT, 5/8" GYP BD INSIDE, 2X4 JOIST AT 16" O.C., 1/2" EXTERIOR GYP BD, 1X4 T AND G CEDAR SIDING EXSITNG 2X4 AT 16" O.C. WITH EXISTING R-11 INSULATION (REPLACE WITH R-21 INSULATION), 5/8" GYP BD ON INSIDE 4X8 HEADER ABOVE STOREFRONT. 17‘7. \ \WL NEW SUSPENDED ACOUSTICAL CEILING WITH R-38 BATT INSULATION NEW BRONZE ANODIZED THERMAL BROKEN ALUMINUM FRAME WITH INSULATED GLAZING (UJI) NEW BRONZE ANODIZED THERMAL BROKEN ALUMINUM FRAME WITH INSULATED GLAZING (11)1) SAFETY GLAZING PER CODE, SHIM UP AND PROVIDE SILL PAN UNDER AND INSURE WATERTIGHTNESS AND DRAIN AWAY FROM SIDEWALK EXISTING CONCRETE SLAB NEW STOREFRONT SECTION SCALE:1/2'1 _ 11-01, RESTROOM NOTES: 1. ALL ACCESSORIES TO BE MOUNTED AT +40" TO OPERATING PORTION 2. INSULATE THE HOT, WASTE AND COLD WATER UNDER SINKS 3. TOILET FLUSH VALVE ON THE WIDE SIDE OF ROOM 4. SHEET VINYL FLOORING WITH SEAM SEALER AND COVED 6" SHEET VINYL SASE. 3) LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO MAIN AND CROSS TEES. AND IF OVER 56! MUST BE INDEPENDENTLY SUPPORTED. 4) PARTITIONS GREATER THAN b' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITIONS 6' OR LESS NO ATTACHMENT IS REQUIRED. 5) SPRINKLER HEAD PENETRATIONS MUST I4AvE 2' OVERSIZED TRIM TO ALLOW 1 MOVEMENT IN ALL DIRECTIONS. 6) MANFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC SPECIAL INSPECTION OF ANCHOR SYSTEM IS REQUIRED. 1) FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC SEPERATION JOINT OR RJLL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED. 81 ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO Xxm OF ITS SPAN. 9) ALL WIRE TIES ARE TO BE THREE TIGI4T TURNS AROUND ITSELF WITHIN 3 INCH. AND ASCE 1-02) EXIST ► TILT UP CONCRETE PANE EXISTING ROOFING OVER R -I8 RIGID INSULATION OYER I/211 PLYWOOD EXISTING ROOF INSULATION OVE NEW SUSPENDED ACOUSTICAL CEI R-38 BATT INSULATION NEW R-1.5 CONTINUOUS RIGID IN CONCRETE, WITH 3 5/8" STL STU' R -I3 MIN. VAPOR BARRIER AND TYPE 5) NEW SUS ENDED COUSTICAL CEILING WITH R-38 5 NSW- TION INTERIO - PARTIT ON TYPE 1 EXISTI ADD AREA G DENIS NG WALL LORI IN NSULATION AT OFFICE ONLY EXISTING CONCRETE SLAB CROSS-SECTION SCALE1/2" = 11-0 FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12ga. WIRES -- — —_ SPLAYED .• 45 TO AlligArAtarAlle ® EYE SCREW a ROOF AND TOP OF WAL i■■■mmin■ uluu■r. v■U■■U■■■an ii 111 R-38 INSULATION ON CEILING TILES ATTACH TOP RIMER TRACK TO CEILING GRID WITH 2 - M6 X 1 1/8" LONG SCREIUS AT 2'-0" O.C. TYPICAL STUDS 3 1/2", 25GA. STEEL e 24" 0.C. (FOR WALL INSULATION SEE PLAIN) 5/8" GYP. 8D. EA. SIDE (FLUSH FINISH). 3 I/2" 4 3/4" TYP. IUALL TO REFLECTED CEILING SCALE: 1-1R' • 1'-0 PAINT BLACK GASKETS 1/4" EACH SIDE OF FILLER STEEL STUD - ATTACH GYP. BD. U ALL TO MULLION SCALE: I-1/2' • 1'-0' k: 3/4" x 2" FILLER BLACK SILL BELOW DEEP LEG TRACK ATTACH a SILL AND CEILING - D0 NOT ATTACH GYP. 8P. TO TRACK TYPES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 City of Tukwila BUILDING DIVISION 2x4 WOOD STUD WALL (SEE SCHEDULE), 2x WOOD BLOCKING 2 1/2" WOOD CASING STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED REVISIONN0�1 Q13�0�3 1/4" CLEAR GLAZING (SAFETY GLAZING PER CODE) 5/8" GYP 8D. EACH SIDE WOOD FRAME DETAIL: UJINDOUJ SCALE: I -I/2" = I'-0" SECTIO 0 � cING WALL 5/8" GYP. 8D. ATTACH BOTTOM TRACK TO CONC. FLOOR UJ/ HILT! OR APPROVED, 1" EMBEDMENT 0.131" DIAMETER POWDER DRIVEN ANCHORS AT 24" 0.C. SOUND INSULATE ALL WALLS EX. CONC. SLAB ON GRADE U1,4LL TO 61-A13 SCALE: 1-1/2' = 1'-0' ADD R-38 INSATION WITHIN ROOF STRUM ROOF STRUCTURE STIFFENER OR BLOCK BETWEEN STIFFENERS + 1/2" SP GYP.BD. TO GYP. BD. EA SIDE 6" DEEP LEG TRACK ATTACH TO G.L.B. W/3 - 1 5/8" SCREWS a 2'-0" 0C. (DEEP LEG 15 3") STUDS a 2'-0" 0C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I". GYP.BD. ATTACHED TO STUD -NOT TO GLB OR TRACK- LAP 11/2" ON TRACK NOTE: 1) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC,, TELEPHONE, ETC.) 3) CAULK GYP. 8D. TO CONCRETE SLAB. ALT. HEAD DETAIL SCALE: 1-1/2" ADD R-38 INSULAT ON WITHIN' ROOF STRUCTURE +1/2" SP GYP.13 TO GYP. 8D. EA. SIDE ,MMI. MIMS ROOF STRUCTURE PURLIN OR GLB 6" DEEP LEG TRACK ATTACH TO G.L.B. W/3 - 1 5/8" SCREWS a 2'-0" OC. (DEEP LEG IS 3") - STUDS s 2'-0" 0C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I". GYP.BD. ATTACHED TO STUD -NOT t0 GLB OR TRACK- LAP 11/2" ON TRACK NOTE: 1) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC., TELEPHONE, ETC) 3) CAULK GYP: 8D. TO CONCRETE SLAB. ALT.1-IEAD DETAIL SCALE: 1-1/2" • 1'-0" U LU 0 Q. DRAWN BY 81 - 1 DESCRIPTION al N cn H a <44 (41:immimmilmrr. !F0: OC Z Q Q3� 0W w Q UU)O) O SECTIOI. SECTIO 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP STAINED RECEIVED CITY OF TUKWILA FEB262013 PERMIT CENTER SOLID CORE WOOD DOOR (STAIN) 5/8" GYP 8D. EACH SIDE WOOD FRAME DETAIL: WINDOW SCALE: I-1/2" • P-0" SECTIOP EL Li- oz C/)o H cn g ci, z cn crl z F.4 f � � w w H w z o�LT -1 W� � 1-40 ! 1"."111 C. 's z za z E� � H T.3 I1Wkst-41documents\CAD120021O225 RREEFI_Tenant ImprovementslTukwlla Commerce Park\BLDG CIFUSE NETWORKS O1-09-131REV 02 -21 -1:41T -R- ni-va-iq .,n T_% •IMa/.11.101 e.. A.. L7, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 4 20.13 SITS PL. N.T.S. 4ECT 04N. I ,P4TA 41il.DING COPE: 200 iFAC WITH WASHINGTON STATE AMENDMENTS PARCEI- NUMBER: ACCQUNT NUER gagv48Qo0mo GONBTR LCTIOW TYPE Y --E SPRIN LERED OCCUPANCr pR'kOU '( MOO UP o»ID E ZONE{ Q/L-1 UQT AREA: 468,29E EO FT 00100 ACRES) TENANT SUITE: 8,046 OVERALL SPA OF OFFIQE PARI INO: NQ CWA 5c9f;g: CONSTRICT NEW BICE WALLS FOR TENANT TQ INCLUDE NONA BEARING WALLs. INSULATIQN OF EXTERIQI;2 WAWA NEW SUSPENDED ACOUSTIC CEILING IUITN INSULATIQN, NEIU RESTROOM, PREVIOUS TENANT WAS AT4T. gN. L.QP t, TUKWILA COMMERCE PARS, POILDING A 12628 INTER AN AYE b BUILDING. t✓ TUKWILA, WA 0004800003 geg. ..,. Q(0 012 TRUE NORTH SEPARATE PERS=SIT. REQUIRED FOR k Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION NEW P. LAM COUNTER TOP WITI4 P. LAM NOSING OVER 2 LAYERS OF 3/4" MARINE PLY1�00R, OYER 2X4 FRAME LAG LEDGER TQ CONCRETE WALL I;EIg Q Cy BEGN 81-44-15 E' 11tII FT PRaM 144AT.Esp. Qir RVE QNB SENT LN . I UWA�Mi •RET I JUNCTI4 N p R4U 0EIN4 APPRQX 1200 FT N 4ND 440FT W QF 1/4 COR BET SECS 14 4 18-23-4 TM 2,FTTOTRUEBEGfly8 8 - - Q la FTTNN58-2 - 1E/ .3 FTT NISI- 1' QW343FT TO LEFT p4NK OF DI,101E1ISW RI.V R 6EIN G NL.Y 5c UNDRT.. QF I,EI?JIS.•D C TN SWLY ,AL.0 5D 4NK QF RIVER Tc PT N 00-3 -401 W QF TRUE BEG TI1 .0 LY W QF AEQVE DE RIpEp LAND SLY 16:1 FT ANDA 1, Ffi. 5T )1 ADJ4140.:.1,•04....•TQ 1�.LY l,N r R/U1 I P EIEC CQ FoR JQINT RP TC W LOT .41.0P PLAT QF RI1 R RIPE INTEI RAN TRO,• PAO err FLU5I4. OVE.I AY PL04STIc. LAMINATE CONCEALED SELF CLOSING HIE WIRE ROLLS (US 28 0) INTERIOR op CA INET TO BE KORTON OR Pl... LAM P.LAM COUNTER TOP QUER 2 LAYERS 3/4" MARINE PLYWOOD DRAWERS RS TQ 1444E METAL GUIDES, SELF olmosINp FILE COPY Permit N 1-2 192 Plan review approval subjection ns and o t ions, JAN 18.2013 Approval of construction documents does not authCl' 9PERMJT CENTER Le violation of any adopted code or off. Rocelpt of approved P4d t-, isacknowledged: Air RECEIVED CITY OF TUKWILA WORK BPNGN WEST SIDE SIMILAR SCALE: 1/4" : 1'-0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division: NOTE: Revisions will require a new plan submittal end may include ;additional plan review fees. blOz3 4 .11 DESCRIPTION oTn z V )` --1 co z Cha C RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER T-1 C:\Doau!nents and Settings\Ail Users\Documents\CAD12002\0225 RREEF1_Tenant improvements\Tukwila Commerce Park\BLDG C\FUSE NETWORKS 01-09-131T-1 BLDG C.dwg, T-1 OVERA L, 1 1 201 2:5 :57 -M PROVIDE IBATTERY BACKUP EXTERIOR LIGHT AT DOOR 8' DEEP PRIMARY DRAYLIGNT Z+• NEW SUSPENDED ACOUSTICAL CEILING, 2X4 WITH SECOND LOOK TILES, R-38 INSULATION ON TOP WITH IC RATED FLUORESCENT FIXTURES $` DEEP PRIMARY DAYLIGHT ZONE PROVIDE BATTERY !BACKUP EXTERIOR LIGHT AT DOOR X I NJ X 4 NEW EXHAUST FAN DIRECTED TO OUTSIDE NEW TWO BULB WALL MTD FIXTURE —l4r20W1 NEW GYP BD CEILING ON8"X20GASTL STUD AT 24" O.C..WITH GYP E AND R-38 INSULATION o 2 TUBE X 4' SHOP LIGHTS MOUNTER AT PLUS 8' AFF N EXPOSED ROOF STRUCTURE ADD NEW R-38 INSULATION WITHIN WOOD ROOF STRUCTURE IUITH FS 25 FACING `r-- WALL TO ROOF STRUCTURE (TYPE 4) NEW T4 FLUORESCENT HIGH; EFFICIENCY LIGHTS TO MAX CODE AT .5 W PER SF ( 1,312 WATTS) Fl..00R PLAN. FUSE NET1 i 5 SCALE: 1!B"v i' -m° LIGHTIN CALCU..4TIONS: OFFICE AREA: 5,069 SF 6 0.91 UJATTS PER SF a 41913 WATTS_ WAREHOUSE : 2,624 SF 6 0.5 WATTS PER SF N 1,312 WATTS OFFICE: 2'X4' 3 TUBE T-8 FLUORESCENT WITH ELECTRONIC BALLASTS e88 WATTS PERFIXTURE, 43X85 RATED) (PATHWAY WIN PATTERY BACKUP PW) 2'X4' 2 TUBE T-8 FLUORESCENT FIXTURES 68 WATTS PER FIXTURE, 11 X 66 = 126 WATTS 2 BULB WALL MTD FIXTURES IN RR = 40 WATTS PER FIXTURE X 2 80 WATTS TOTAL WATTS INSTALLED: 4,590 WATTS ANERGY 37184 WATTS INSTALLED (IC 0 DOOR SCHEDULE (ALL HARDWARE TO BE LEVER HANDLE) NEW 3'-0" X 1'0" ALUMINUM STOREFRONT DOOR, ALUMINUM THERMAL BROKEN FRAME, 1" INSULATED SAFETY, TNRESWOLP I/2" MAX., CLOSER, WEATHERSTRIP, LOCK, SIGN "THIS DOUR TO REMAIN UNLOCKED UJHEN BUILDING IS OCCUPIED" (1008.1.93.2,2XU=0.60) 2. SAME A5 I ABOVE EXCEPT WITH PANIC EXIT BAR, NO OUTSIDE HARDWARE 3,4 NEW 3`-0"X 1'-0" a.C. WOOL (STAIN), WOOD JAMB (STAIN), 1 12,14 I/2 PAIR BUTTS, LATCI-l5ET, WALL STOP, SILENCERS. 5-11 NEW 3'-0"X'1'-0" 5C WOOD (STAIN), WOOD JAMB (STAIN), 1 1/2 PAIR BUTTS, LOCKSET (OFFICE FUNCTION), WALL STOP, SILENCERS. 15$ NEW 3'-011X1'-0" 5/C/I4OD (STAIN), WOOD JAMB (STAIN),1 1/2 PAIR BUTTS (1-11NOE CLOSER), PRIVACY LOCK, WALL STOP, SILENCERS 11 NEW PAIR 31w0"X1'-0" S.C. WOOD (STAIN), WOOD JAMB (STAIN), 3 PAIR BUTTS, LOCKSET ON ACTIVE LEAF, CLOSER ON ACTIVE LEAF, FLUSH BOLTS ON INACTIVE LEAF (IBC 1008,1.x,42,.3,44), THRESHOLD MAX 1/2", WALL Vol*, WEATHERSTRIP (U40.50) 0,22 EXISTING IO'X12' OVERHEAD DOOR 20 REMOVE EXISTINQ GLAZING AND RE INSTALL OVERHEAD DOOR 21 EX, EXTERIOR HOLLOW METAL DOOR WITH HOLLOW METAL FRAME, CHANGE HARDWARE TO LEVER HANDLE LACK (INSIDE HANDLE TURNS FREELYFOR EXIT), MAX. 1/2" THRESHOLD, WEATHERSTRIP rn INTERIOR (*Fa PARTITIONS: 3 I/2" X 25 GA STEEL STUD AT 24" OC: WIN SOUND INSULATION TO CEILING ABOVE, 5/8" GYP RSD EACH SIDE L � Np om SALLs: 3 I/2" 2e GA STEEL STUD N INSULATE, SIB" G P 15D EACH'SIDE AT 24" (WATERPROOF INSIDE RR), TO GYP BD CEILING AND TO 6" ABOVE SUSPENDED CEILING W COMMON RR: 8" TRACK WITH STAGGERED 31/2" X 20 GA STEEL STUD AT 24" O.C, SOUND INSULATE, 5/8" GYP E5P EACH SIDE (WATEI QF), TQ GYP BD CEILING ABOVE Ej FULL HEIGHT WALL; 60XIS GA, STEEL STUD AT 24" O.C. FULL HEIGHT TO ROOF STRUCUTRE WITH DEFLECTION TRACK, R-21 GATT INSULATION, VAPOR BARRIER ON WARM SIDE WITH /8" GYP BD EACH SIPE (U=0.08) EXTERIOR FURRING: 24, WOAD STUDS AT 24" O.C. TO 6" ABOVE SUSP. CEILING, R-21 !BATT INSULATION, VAPOR' BARRIER ON WARM SIDE WITH 5/8" GYP BD (U=0.051), PROVIDE: CONTINUOUS' BACKING FOR WALL MTD TV (VERIFY LOCATION) AND AT UII-IITE BOARD. 15,16 ROOM SCHEDULE FLOOR : CARPET BABE : R ,BER SASE WALL : GYP. BP. PAINTED (EE) CEILING : 61.15P, ACOUSTICAL CEILING TILE +9'-0" AFF. FLOOR SHEET VINYL BABE : BHEET VINYL BASE WALL. : GYP. P. PAINTED (50E) WI WAINSCOT CEILING ; GYP SP PAINTED (EGE)*8' AFF 16 FLOOR : SEALED CONCRETE BASE: NONE WALL : GYP. BP. PAINTED (F) CEILING EXPOSED CONSTRUCTION 0 DOOR SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 4 2013 City of Tukwila BUILDING DIVISION WI NEW EXTERIOR THERMAL BROKEN BRONZE ANODIZED ALUMINUM FRAMES WITH 1" .INSULATED GLAZING WITH LOUD a COATING (0 1), ARGON FILLE) (U=031)(SMALL BUSINESS TABLE 10.68, DOUBLE LOW& (SAFETY GLAZING PER COPE ADJACENT TO DOOR AND BOTTOM PANEL) 1.1.J2 4'-0"X4'-0" AT +3'-0" Ali SILL,1000p FRAME, 1/4" :GLASS (SAFETY GLAZING WITHIN 2' OF DOOR) �LEGIRICAL SYMBOLS ILLUMINATED EXIT SIGN W/ PATHWAY LIGHT ANP BATTERY BACK UP (E o EXISTING) WALL MOUNTED PATHWAY LIGHTING UP BATTERY BACK UP NEW LIGHT 3 TUBE, (2 15 2 TUBE) (FW PATHIUAY LIGHT WITH BATTERY BACK UP IC RATED 5 SWITCH 3 WAY SWICHING FOR OPEN OFFICE Note to city inspectors: n The yellow hi-lighted/clouded path is the portion of the egres's system that is required to be tested to confirm compliance with section 1006.4 IBC. LEC:ENp EXISTING WALL NEW STEEL STUD WALL PER SCHEDULE NEW DOOR EXISTING DOOR 71, 25' REMOVE EXISTING STOREFRONT AND REPLACE WITH NEW STOREFRONT OFFICE LOAD 5,069 SF /100 = 51 OCCUPANTS TUX) EXITS, PATHWAY LIGHTING REQUIRED 2 50' I'-5 1/2" Y749 RECEPTION 13' OFFICE[1P 121X11111 OFFICE 11 I2'X1I* y2' UJALL LARGE CQ T TV24'XI2'=288 e lam I9 DCC. 19'-0112" 4'-6" REMOVE EXISTING STOREFRONT AND REPLACE -- LI) EPLAOE—UyIEI NEW STOREFROt CAB Zo 4.0 HALL CQ OFFICE 12'X12' OFFICE 12'X12' PROVI�E J -E ES r- — ABQvE ICEILINP FOR OWER POLES BY I 1 ANT -713 CIF;r UIT& - + - EACH PLUS DATA � I I' -i_ 42 L J_ OFFICIO 12'X12' d:b OFFIC]6 12'X12' T rt I9 NOc C I 6'X61 8" (4) TV'S � ABOVE 11 111.► ill -. - '-1 I I 1 SEE RESTROOM ELEVATIONS SHEE$ T-3 Im -- 1 -----1 6 ENG. 1 I 6'X6' OPEN OFFICE 411Allr I 4111,-1 -Yr Y• •.. •1I NMrL DooR t3O23 EX. SPRINKLER RISER EX. ELECT. WDRK 13ENCI.1 LOWER LIGHTING DUPLEX POWER E 4', MULTIPLE CIRCI EERY ITS ACTIVE' LEA WHITE BOARD EXISTING WAREHOUSER: SEMI • HEATED SPACE MAX 8 BTHU SF LIGHTING MAX 0.5 WATTS PER SF, 2,624 $F / 500 : 5 OCCUPANTS SINGLE EXIT, NO PATHWAY LIGHTING REQUIRED APD R-38 INSULATION IN ROOF ASSEMBLY r 2009 IBC MEANS. OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be Fess than 1 .foot-candleat the walking surface. 1006.3Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...forexit discharge doorways... %"'IDDMui1L1Ar t nd SAffI fncl0ll I Icona\nneii nerfet .eCar+r.rn. 0 7.2 EX. DEMISING WALL REMOVE EX. WINDOWS INSTALL NEW OVERHEAD DOOR FLOOR FLAN: FUSE NETWORKS SCALE: I/B",1'-m" 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ration of 40 to 1 shall not be exceeded. RECEIVED TY OF TUKWILA JAN 18 2013 ERMIT CENTER ENERGY CODE NOTES : HEAT IS VIA GAS, NO ELECTRIC HEAT ALLOWED PROVIDE VAPOR GN ALL lUALL TO THE WARM SIDE CAULK AND SEAL ALL OPENINGS TO OUTSIDE OR UNWEATED SPACES INCLUDING' WEATHER-STRIPPING AT ALL EXTERIOR DOORS. MAXIMUM A1-LODUA8LE LOAD FOR SWITCW IS S0% OF 20 AMP CIRCUIT. PROVIDE DUAL LEVEL SWITCHING IN ALL ROOMS ADJACENT TO EXTERIOR WINDOWS T— 40" PAINT -R 54"I vE RTICAL GRAS BAR mg TOILET PAPER PLASTIC LAMINATE WAINSCOAT 2 BULB LIGHT BAR FULL WIPI4T MIRROR 70 I ACK$PLASH 6GEE FAINT GRAB BAR 18 2411 18„ f PLASTID LAMINATE' IUAINSC?AT FLUSH HANDLE ON OPEN SIDE — COVED SHEET VINYL BASE INSULATED HOT C0�„p INTERIOR ELEVATION SCALE:I/2" = SPACER I3AR, QR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 441 ireilitk il W44101.41;1191144 kit CROSS RUNNER MAIN RUNNER 3 MINA MIN. 211 tUN-ATTACNEp WALLS �4LL ANGLE aglei ATTACH CEILING AND GRID TO WALL ANGLE (MOULDING) A7 TWQ ADJACENT WALLS VIA POP RIVETS. 4 0I2 GA WIRES WITHIN 2" OF CR08S TEE CONNECTION ARRANGED AT BO' fc?M EACH OTTER AND AT AN ANGLE NOT EXCEEDING 45'. LOCATE RESTRAINT PANELS AT 12' 0.0. IN EACH PIRECTIQN AND WITHIN 6' OF EACH WALL. WASTE PIPE INTERIOR ELEVATION MAX QG MIIIIIIIMEmansmigionmommimmememmown NQTg SUSPENSION WIRES TO BE 12 GAGE AT 4' ©C. IU/ ATTACHMENT DEVICES CAPABLE OF SUPPORTING 100 PCIS. HANGER 4 PERIMETER WIRES MUST 13E PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED 1) MAIN BEAMS TEES ANID CROSS TEES MUST BE HEAVY DUTY W/ CONNECTION STRENGTHS OF 10@ POUNDS IN COMPRESSION 4 TENSION. 2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE LATERAL FORCE BRACING VIA DIAGONAL SPLAY WIRES, LIMITING MOVEMENT TO LESS 744,N I/4" AT POINT OP' ATTACHMENT, RE$TRAINED CEILING DETAILS (MEETS IBC 2009 SEC 808 AND ASTM C 635 ASTM C 636 SCALE EXISTING TILT -UP CONCRETE PANEL EXISTING ROOFING OVER I/2" PLYWOOD 1 A A.\ L NEW R-38 BATT INSULATION WITH FS25FACINCT EXISTING SOFFIT, 5/6" GYP BD INSIP , 2X4 JOIST AT 16" O.C.,1/2" EXTERIOR GYP 130, IX4 T AND G CEDAR' SIDING EXSITNG 2X4 AT 16" O.C.WITH EXISTING -1 R1 INSULATION (REPLACE WITH R-21 INSULATION), 5/8" GYP 15D QN INSIDE 4X8 HEAP R `�'Q TO F-ONT i NEUJ SUSPENDED ACOUSTICAL CEILING WITH R-38 BATT INSULATION NEW BRONZE ANODIZED THERMAL BROKEN ALUMINUM FRAME WITH INSULATED GLAZING (UJI) NEW BRONZE 'ANODIZED THERMAL EROKEN ALUMINUM' FRAME WITH INSULATED GLAZING (I1JI) SAFETY GLAZING PER CGDE, SHIM UP AND PROVIDE SILL PAN UNDER AND INSURE WATERTIGHTNESS AND DRAIN AWAY FROM SIDEWALK EXISTING CONCRETE SLAB. NEW STOREFRONT SECTION RE6TROOM NOTES: I. ALL ACCESSORIES TO 5E MOUNTED .AT +40" TO OPERATING PORTION 2. INSULATE THE HOT, WASTE :AND COLD WATER UNDER SINKS 3.TOILET FLUSH VALVE ION THE WIDE SIDE ,OF ROOM 4. SHEET VINYL FLOORING WITH SEAM SEALER AND COVED .6 " SHEET VINYL BASE. 3) LIGHT FIXTURES tQ BE POSITIVELY ATTACHED TO MAIN AND CROSS TEES. AND IF OVER 560,MUSTBE INDEPENDENTLY SUPPORTED. 4) 'PARTITIONS GREATER THAN 6' TALL NEED INDEPENDENT BRACING VIA SPLAY WIRES (SEPARATE FROM ANY OTHER WIRES). PARTITIONS 8' OR LES$ NO ATTACHMENT IS REoUIRED, 5) SPRINKLER HEAD PENETRATIONS MUT HAVE 2" OVERSIZED TRIM TO ALLOW 111 MOVEMENT iN ALL DIRECTIONS. b) MANUFACTUaER CERTIFICATION OF COMPONENT fEFFDRMANCE AND PERIODIC' SPECIAL INSPECTION CF ANCHOR SYSTEM IS RE0.41 ED, 1) FQR CEILING AREAS EXCEEDING 21500 SF, A SEISMIC SEPERATIQN JOINT OR RLL HEIGHT WALL PARTITION` THAT BREAKS THE CEILING SHALL SE PROVIDED. 8) ALL CROSS TEES SHALL 5E CAF"ASLE OF CARRYING THE DESIGN LOAD; WITHOUT EXCEEDING REFLECTION EQUAL TO ) OF ITS SPAN, 9) ALL WIRE TIES ARE TO SE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCH. AND ASCE 1-02) TYPE • EXISTING TILT -UP CONCRETE PANEL EXISTING ROOFING OVER 1/2" PLYWoop A. NEW R-38 BATT INSULATION WITH FS 25 FACING NEW SUSPENDED ACQUSTICA CEILIN R-38 BATT INSULATION NEW WOOD STUD WALL ( TY E 5) WIT R-21 INSULATION AND YAPoR BARR EXISTING ROOF] OVER 1 11 PLYWOOD NEW R-38 BAT INSULAT QN WITH FS 25 FACING NEW SUS ENDED CQU.STICAL CEILING WITH R.38 8 . T INSUL • TIQN INTERIO PARTIT ON TYPE I EXIST' ADD AREA BEMIS NG WALL LOWN IN NSULATION AT OMC E ONLY EXISTING CONCRETE SLAB GROSS -SECTION SCALE:1/2" I' 0" FOR WALLS GREATER THAN 8' 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12e3. WIRES SPLAYED w 45 70 EYE SCREW • ROOF AND TOP OF ILIAL ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 116 x I I/8" LONG SCREWS AT 2'-0" O.C. R-38 INSULATION ON CEILING TILES TYPICAL STUDS - 3 1/2", 25GA. STEEL • 2411 0.C. (FOR MALL INSULATION SEE PLAN) 5/8" GYP. SD, EA. SIDE (FLUSH FINISH), 3 1/2" 4 3/4' TrF. 1.1141.L. TO fREF1..ECTEP CEILING SCALE: I-1/2" ■ I'-0" PAINT BLACK D O GASKETS I/4" EACH SIPE OF FILL£ STEEL STUD - ATTACH GYP. P. immilmaimmord _1011M.4111111m MIrrirt OPA NMI 111 ALL TO MULLION /4" x 2" FILLER BLACK SILL !BELOW DEEP LEG TRACK ATTACH 0 SILL AND CEILING - DO NOT ATTACH GYP. P. TO TRACK SCALE: 1-1/2" • I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 042013 City of Tukwila BUILDING DIVISION 2x4 WOOD STUD WALL (SEE 'SCHEDULE) 2x WOOD BLOCKING 2 :I/2" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/81" x WOOD STOP - -STAINED 3O23 1/4" CLEAR GLAZING (SAFETY GLAZING PER CGDE) 5/8" GYP 130. EACH SIDE` UJOOP FIZAtIE P. TAIJ-. UJINPQUJ 6c4,,E, I -I/20 • I'-0" Erol TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ HILTI OR APPROVED, I EMBEDMENT 0131" DIAMETER POURER DRIVEN ANCHORS AT 24" 0.0.. 5/8" GYP. 8D. SOUND INSULATE ALL WALLS EX. CONC, SLA1S ON GRADE WALL TO 6LAE3 SCALE: 1-1/2" • I'-0" ADD R-38 INS ATION WITHIN ROOF STRUC ROOF STRUCTURE STIFFENER OR BLOCK BETWEEN STIFFENERS t 1/2" SP4CE GYP.ED. TO GYP.. SD. EA. SIRE 6' DEEP LEG TRACK ATTACH TO GL,B. W/3 1 5/8" SCREWS A 2'-0' 0.C. (DEEP LEG IS 3") STUD$ w 2'•0" 0.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I". GYRED. ATTACHED TO STUD -NOT TO GL8 OR 'CRACK- LAP 1 1411 ON TRACK NOTE: 1) SOUND` INSULATE WALL T010' A7 OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND TELEPHONE, ETC.) 3) CAULK GYP. 8D. TO CONCRETE BLAB. ALT, 1 E41.) DETAIL SCALE: ;,• /2" • 11- 11 11 .PJ APD R-38 INSULAT ON WITHIN ROOF STRUCTURE 2 + 1/2" SP E GYP.B', TO; GYP. BD. EA. SIPE ROOF `STRUCTURE PURLIN OR GLB _W .. 6" DEEP LEG TRACK ATTACH TO G.1-13.11)/3 - 15/SN SCREWS +x'21-0" 0.C. (DEEP LEG 15 3") STUDS • 2'-0" O.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I",, GYP4E1P, ATTACHED TO STUD -NOT TO GLIB OR TRACK LAP 1 1/2" ON TRACK NOTE: 1) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC., TELEPHONE, ETC) 3) CAULK GYP. ED. TO CONCRETE SLAB. ALT. WE4O DeTAIL, J SCALE: 1-1/2" " 10 :!.7rtr.4 Iii SECTION SECTIO 2x4 WOOD STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2".WOOD CASING - STAINED I I/2" x WOOD JAMB - STAINED 5/8" x W000 STOP STAINED RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER SOLID CCS` U10pp POOR (STAIN) 5/8" GYP 8p EACH SIDE WQQP,1 FRAME )ETA' . WI PQW SCALE 1-1n .1-0 SECTIO( 0:1Doouments and SettingslAA UsArs\Oooument8\CAD12oo21n?9F'i. RRFPF1 Teansnt Imn..msaime. eavr,:1,,:ai„ . r.. n._.J AI own a Ali+ ..w. ........ AD �ch Q 5 N 1 � a as 0 - CX 0 W 0 . c cn T-3 co C\ C 1.4